HomeMy Public PortalAboutCore Drainage Study
Baxter & Woodman, Inc. i
June 2021
Prepared by
BAXTER & WOODMAN, INC.
477 S. Rosemary Ave., Suite 330 _________________________
West Palm Beach, FL 33401 Jeffrey G. Hiscock, P.E
EB-31795 No. 43984
Town of Gulf Stream
Drainage Assessment
Technical Memorandum
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 1
Introduction
The Town of Gulf Stream (Town) has
requested that Baxter & Woodman, Inc.
(Consultant) perform engineering services
to assess the Town’s stormwater drainage
system in the Town’s “core” basin generally
described as being bounded on the north by
the Little Club Golf Course, on the south by
Gulfview Drive, on the west by the
Intracoastal Waterway, and on the east by
A1A (N. Ocean Blvd). The limits of the study
area include the core basin, Little Club Golf
Course, and contributing drainage areas.
Portions of the core basin have experienced
flooding in the past prompting the Town to
consider ways to reduce the flooding. There
are also areas where ponding occurs that
the Town requested assessment. These
are areas where runoff becomes trapped
and is unable to drain into the existing
drainage system of inlets and pipes. The
Town’s Capital Improvement Program (CIP)
includes road improvements that will need
to be designed to minimize these trapped
areas by re-grading the road surface.
However, wherever this is not possible,
some additional drainage infrastructure may
be needed to resolve the ponding.
This technical memorandum presents the
findings and recommendations regarding
the drainage assessment. Tasks included
(1) setting up and testing a hydrologic and
hydraulic model of the existing drainage
conditions, (2) running an evaluating a
model scenario to increase the pumping
rate, (3) running and evaluating a model
scenario to add a lake in the Little Club Golf
Course for additional storage, and (4) identifying and assessing roadway ponding areas.
Figure 1: Location Map
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 2
Existing Drainage System
The core basin consists of single-family lots and roads served by inlets and drainage culverts that
discharge water between homes to finger canals connected to the Intracoastal Waterway. Many on these
outfall culverts include Tideflex “duckbill” check valves which the Town is in the process of replacing with
inline check valves. Additional check valves are also being installed based on recommendations made
in a King Tide Resiliency Assessment performed in 2020.
The area is also served by a stormwater pump station located near the intersection of Old School Road
and Polo Drive. This 14-cfs (cubic feet per second) pump station was constructed in 2002 and was
permitted by the South Florida Water Management District (SFWMD) to only be used during rain events
that equaled or exceeded a 10-year 3-day storm, which is approximately 12 inches of rainfall.
The superintendent of the Little Club Golf Course met with B&W to review the golf course drainage and
perform an onsite visit. There is a 24-inch diameter pipe connecting the drainage system on Old School
Road to a lake in the Little Club Golf Course. Photo 1 shows where the pipe is connected to the
southernmost lake in the golf course. The pipe was not visible and there may be sedimentation in the
lake at that location. There is a gate valve on the pipe which remains mostly closed because the water
being observed is discharging into the core basin instead of discharging into the golf course.
The water management system in the golf course consists of interconnected lakes that collect runoff and
convey the water to the northwest corner of the golf course where two existing 20-cfs pumps (Photo 2)
discharge the water to the Intracoastal Waterway. There is a walkway that acts as a weir located midway
through the lake system (Photo 3). Based on the available LiDAR (Light Detection and Ranging)
information, the weir appears to be 10 feet wide with a crest elevation of approximately 0.1 feet, NAVD.
Photo 1: 24-inch pipe connection to the Little Club’s southernmost lake
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Photo 2: Two 20 cfs stormwater pumps at NW corner of Little Club
Photo 3: Walkway/weir in the center of Little Club water management system
Part of the drainage evaluation also included identifying existing areas where stormwater ponding occurs
within the core basin. These are areas where water is trapped and cannot get to an existing inlet.
Identifying these locations will assist engineers when the roads are redesigned in the near future under
the Town’s Capital Improvement Plan.
Stormwater ponding areas are most likely due to grading issues such as insufficient cross-slopes and
longitudinal slopes. In most cases, these problems can be corrected by resetting the slopes. Areas
where this cannot be accomplished may require additional inlets. Figure 2 shows the locations and
photos of the ponding areas taken immediately following a rain event on April 12, 2021.
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 4
Figure 2: Locations and photos of ponding in road rights-of-way
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 5
Stormwater Modeling
A flood routing model was created to simulate the existing drainage systems using Interconnected Pond
Routing Version 4 (ICPR4) software. This model can simulate various storm events to evaluate existing
conditions and proposed improvements. The model provides discharge rates and flood stages that can
be spatially applied to determine the depths and extent of flooding. For this project, two (2) storm events
were simulated. The storms are described as follows including the associated rainfall amount, duration,
and purpose of the storm:
· 3-Year, 1-Day Storm Event (6.4 inches) – Typical Level of Service storm used for older, existing
roadways
· 25-Year, 3-Day Storm Event (15 inches) – For regulatory pre vs. post discharge verification
Hydrology
The hydrology conditions are defined by the overlying land usage and underlying soils to
determine the amount of rainfall absorbed into the ground and the amount that becomes
stormwater runoff. There are four land use types involved in this analysis: single family
residential, multi-family residential, golf course, and institutional. Estimated percentages of
imperviousness were used in the model. There are three soil types within the study area: Arents,
Coco and Palm Beach. Palm Beach is considered well drained, Coco is somewhat well drained,
and Arents is defined as poorly drained. Figure 3 shows the land use and soil types within and
around the development.
The depth to the water table varies significantly based on the topography and dictates how much
soil storage via percolation can occur. Palm Beach soils are located along the coastal ridge on
the eastern edge of the study area and have the highest depth to the water table and highest
potential for soil storage. In contrast, Arents is located along the western portion of the study
area and is as low as one foot to the water table which is likely tidal influenced. Combining the
soil characteristics with the depths to the water table yields Curve Number (CN) values ranging
from 55 to 86 based on SFWMD soil storage tables for well to poorly drained soils. This value
is used by the model to determine the amount of runoff that can be absorbed into the soil until
the ground becomes fully saturated. These values are not adjusted for impervious areas as they
are performed internally by the model.
Basin boundaries were drawn based on existing topography, aboveground structural features,
and outlet locations. Houses, because of their high finished floor elevations relative to the
roadway crown, often form a basin boundary for homes located along waterbodies such as the
Intracoastal Waterway. LiDAR data from the County was used to determine drainage divides
and direction of flow. Based on this information, the development was divided into 17 basins. A
high point along Laird Lane, near the intersection of Palm Point Drive, was used as the divide
line between the basins. Figure 4 shows the basins overlaid onto the County’s LiDAR dataset.
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 6
Figure 3: Land Use and Soil Types
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 7
Figure 4: Topography and Basins
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A surprising discovery revealed that a significant amount of area along A1A, north of the core
basin, drains south instead of west. This area contributes runoff directly into the core basin. The
LiDAR topography shows some portions of A1A are flanked by two ridges causing the runoff to
be channeled to specific locations before it ultimately discharges to the Intracoastal Waterway.
This was likely not understood when the drainage system in the core basin was designed.
Hydraulics
The concept of flood routing modeling is to simulate the storage and movement of stormwater
runoff from one (1) basin to another until it reaches its ultimate destination. The model simulates
the storage in “nodes” and conveyance by “links” (pipes, weirs, etc.). Basin storage was
calculated by applying tabular GIS functions to the County’s LiDAR data. The LiDAR, however,
was modified to include buildings so the model would not assume there is storage where it does
not exist.
The outfall pipes shown on Figure 4 were added to the model as pipe links using sizes and
elevations contained in the Town GIS datasets. Many of the pipe invert elevations, however,
were missing and assumptions were made based on engineering design standards. The pump
station construction in 2002 was added as a rating curve which triggers each 7 cfs pump to turn
on and off at various elevations. Rating curves were also added for the pumps discharging at
the northwest corner of the Little Club Golf Course and a weir was added midway through the
golf course’s lake system to simulate the effects of the walkway shown in Photo 3.
There is also an exchange of runoff between the basins by means of overland flow. Likewise,
overland flow can occur between homes to Intracoastal Waterway. To simulate this in the model,
broad-crested weirs were placed at locations along the basin boundaries where overland flow
could potentially occur. The locations and “irregular” geometry for each weir were determined
by producing cross-sectional profiles from the LiDAR information along the basin boundaries.
This process also used the modified LiDAR so buildings would be accounted for in the profiles.
The hydraulic links produced from the ICPR4 interface are shown as model elements in Figure
5.
Town of Gulf Stream Drainage Assessment – Technical Memorandum
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Figure 5: ICPR4 Model Network (Sub-basins/Nodes = Red, Pipe Links = Blue, Overland Flow = Green)
A downstream boundary condition node was created to represent water level conditions in the
Intracoastal Waterway. A stage vs. time table was entered that fluctuates the River stages based
on high and low tides ranging from -1.0 to 1.0 feet, NAVD. High tide was applied at hour 12 for
the 1-day storm event and hour 60 for the 3-day storm event. Both correspond to the peak
rainfall intensities of the storm hydrographs.
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Model Results
The model results for the 3-year, 1-day storm event were mapped using the LiDAR dataset by
subtracting the topographic elevations from the floods stages reported in the model output. In
addition to showing where the flooding occurs, this also provides the depths of the flooding. The
results for the 3-year, 1-day storm event are shown in Figure 6 and confirm the flooding that has
been reported in the vicinity of Polo Drive and Old School Road. It should be noted that the
depths shown represent the peak of the storm and the storm has a theoretical distribution that
concentrates the majority of the rainfall at around hour 12. The rainfall distribution of actual rain
events of this magnitude (6.4 inches) may vary. Little Club Golf Course also shows areas of
flooding where the golf course superintendent had mentioned during the site visit. These areas
appear to be fairways and other low lying areas. The model input and output is provided in
Attachment B.
Figure 6: Model Results – 3-Year, 1-Day Storm (6.4 inches of Rainfall)
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc.
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Improvements Assessment
The drainage assessment scope included assessing two options to reduce flooding. These options
included increasing the pumping rate of the existing Old School Road/Polo Drive pump station (or
adding a second station) and adding lake area in the Little Club Golf Course to provide additional
storage for flood waters. These options were run as model Scenarios 1 and 2, respectively.
Scenario 1
This scenario considers increasing the pumping rate from the core basin into the Intracoastal
Waterway. To actually accomplish this, it could require a second pump station depending on
how much pressure the existing outfall pipe from the station can withstand. The wetwell also
may not be large enough to support larger pumps. Regardless, it is a simple change to the
model to assess the benefits. The maximum pumping rate of the model rating curve was
increased from 14 to 28 cfs.
The results were converted to flood depths and compared to the existing flood depths for
comparison. This side-by-side comparison in Figure 7 shows the reduction in flood depths is
not significant.
Scenario 2
This scenario includes increasing the lake area within the Little Club Golf Course by
approximately one quarter acre. This was accomplished in the model by increasing the stage
storage values in Basin 5 of the golf course. The actual location of the additional lake area
could be anywhere within the golf course as long as it is connected to the water management
system. The side-by-side comparison as shown in Figure 8 shows a potential location for
the lake expansion. However, the actual location would need to be determined. Based on
the results, the reduction in flood depths for this scenario is also not significant.
Based on the poor results of Scenarios 1 and 2, it was decided to try other options as described below:
Scenario 3
This scenario includes increasing the pipe size of the only outfall culvert directly connected
to the flooded portion of Polo Drive. This was accomplished in the model by increasing the
pipe from 24-inches in diameter to 48-inches. Scenario 3 is physically and financially more
feasible than adding a new pump station (Scenario 1) but would face permitting challenges
because of SFWMD’s long standing rule regarding pre vs. post discharge rates.
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc.
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Based on the results as shown in Figure 9, the reduction in flood depths for this scenario is
substantial. This is not surprising considering that the discharge rate would be increasing by
approximately 19 percent.
Scenario 4
This scenario attempts to address the issue regarding the area along A1A that contributes
runoff to the core basin. A1A is a County road which would limit the extent of improvement
that could be added to the road. A portion of the area, however, could be diverted at Sea
Road and piped down to the Little Club Golf Course. This was accomplished by subdividing
Basin 12 and connecting the northern portion of the basin to Basin 5 of the golf course with
a pipe link. Since this represents an increase in flow to the golf course, the increase in lake
area as proposed in Scenario 2 was included to offset any increase in flood stages that may
result.
Based on the modeling results shown in Figure 10, the reduction in flood depths for this
scenario is insignificant and indicates flood stages in the golf course could increase even with
the additional lake area.
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 13
Figure 7: Existing and proposed flood depths for the 3-Year, 1-Day storm event for Scenario 1
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 14
Figure 8: Existing and proposed flood depths for the 3-Year, 1-Day storm event for Scenario 2
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 15
Figure 9: Existing and proposed flood depths for the 3-Year, 1-Day storm event for Scenario 3
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 16
Figure 10: Existing and proposed flood depths for the 3-Year, 1-Day storm event for Scenario 4
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc. 17
Conclusions and Recommendations
Scenario 3, which includes enlarging a 24-inch outfall pipe to 48-inches, is the only scenario that provided
a substantial reduction in flooding. The other three scenarios provided very minor improvement that
cannot justify the costs involved. From a regulatory standpoint, however, Scenario 3 poses a challenge
when considering SFWMD’s long standing pre vs. post rule regarding stormwater discharge rates.
The history of the rule dates back to the 1970s and was originally intended to protect downstream areas
from flooding due to increases in discharge rates upstream. Areas discharge directly to tidal areas were
exempt from the rule because of the ocean’s ability to disperse flow. This changed in the 1990s because
of concerns that higher discharge rates could affect the salinity of the tidal waters which could impact
marine life.
A meeting with SFWMD was held on May 26, 2021 to determine if there have been any rule or policy
changes for situations such as this. The minutes of the meeting are attached as Appendix A. SFWMD
indicated a new General Permit (by Rule 62-330.451) intended for local government retrofit activities to
address older existing areas that are completely built-out where no new development can occur. In some
cases, it may be allowed to increase the discharge rate because they recognize that the discharged
volume of water would remain the same even though the discharge rate is increasing. However, SFWMD
indicated that Water quality would also need to be addressed.
Water quality is achieved by retaining or detaining water in swales, lakes, or exfiltration trenches. Swales
and exfiltration trenches would not be feasible because of the narrow rights-of-way and low depths to the
water table. SFWMD suggested adding the lake expansion in the golf course, as proposed in Scenario
2, would provide some water quality and may also reduce the discharge rate. The possibility of a weir
was discussed to divert the first flush of runoff to the golf course.
Based on the modeling results and discussions with SFWMD, it is recommended that Scenarios 2 and 3
be combined to improve water quality and flood protection, respectively. These scenarios were combined
into a scenario called Proposed. ICPR model input and output are provided in Appendix B for the
Existing and Proposed models. The improvements include replacing a 24-inch outfall pipe with a 48-
inch pipe, adding a weir to the system (if feasible), increasing lake area within the Little Cub Golf Course
by approximately 0.4 acres (to create a 0.5 acre lake), and adding inline check valves on the new 48-
inch outfall pipe and on the existing 24-inch pipe that connects to the golf course. An 18” pipe connection
is also proposed along Old School Road at the request of the Town for improved connectivity.
These improvements are depicted in Figure 11. Please note that the location shown of the lake
expansion is for illustration purposes only. The actual location could be anywhere within the golf
course as long as it is connected to the water management system. Also, since the lake expansion
is proposed for water quality as opposed to flood p rotection, dimensional criteria for lakes will need
to be observed which includes a minimum size of 0.5 acres and average width of 100 feet. Expanding
an existing lake to meet this criteria would be the most cost effective approach.
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc.
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Figure 11: Recommended Stormwater Improvements
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Baxter & Woodman, Inc.
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The 24-inch inline check valve proposed between the core basin and the golf course is recommended
because of the observed backflow into the core basin. This was confirmed in the model as occurring
during small rain event and at the beginning of larger events. To accomplish this, some improvements
at the north end of this pipe, including an endwall, will be needed.
A preliminary Engineer’s Opinion of Probable Construction Cost Estimate (Table 1) has been prepared
based on knowledge of the area, recent similar unit prices, and an understanding of the challenges with
the project. Construction costs presented in 2021 dollars assuming a competitive bidding process. The
Engineer has no control over the Contractor's methods of determining prices over future market
conditions. The Engineer cannot and does not guarantee that actual construction costs will not vary from
this estimate. If the project is constructed in future years (i.e. 2022 and beyond), then a 4% increase
should be included and compounded annually for each subsequent year to the original construction cost
in 2021 dollars. Reflected in the cost is some uncertainty regarding the seawall where the 48-inch pipe
is proposed. Surveying and engineering will be needed to confirm if the existing seawall and seabed can
accommodate the larger pipe.
Table 1: Preliminary Engineer’s Opinion of Probable Construction Cost Estimate
1 Mobilization, Bonds, Insurance LS 1 $38,000.00 $38,000.00
2 Maintenance of Traffic LS 1 $8,000.00 $8,000.00
3 As-Built Record Drawings LS 1 $10,000.00 $10,000.00
4 NPDES Permit/Erosion Protection Measures LS 1 $15,000.00 $15,000.00
5 Professional Video LS 1 $10,000.00 $10,000.00
$81,000.00
6 Remove, Dispose or Abandon Existing Drainage Structures LS 1 $6,200.00 $6,200.00
7 Remove & Dispose Existing Drainage Pipe (24") LF 220 $44.00 $9,680.00
8 7' Diameter Manhole w/ Casting & Weir EA 1 $10,000.00 $10,000.00
9 18" HDPE Drainage Pipe LF 135 $140.00 $18,900.00
10 24" RCP Drainage Pipe LF 30 $180.00 $5,400.00
11 48" HDPE Drainage Pipe LF 190 $250.00 $47,500.00
12 24" Inline Check Valve EA 1 $20,000.00 $20,000.00
13 48" Inline Check Valve EA 1 $40,000.00 $40,000.00
14 Connect to Existing Drainage Pipe with Concrete Collar per FDOT Index 280 EA 1 $2,000.00 $2,000.00
15 Miscellaneous Restoration at Outfall Locations / Sodding Lake Bank LS 1 $30,000.00 $30,000.00
16 Seawall Repair LS 1 $30,000.00 $30,000.00
17 Concrete Class I, Endwalls per FDOT Index 430 EA 1 $20,000.00 $20,000.00
18 Lake Expansion - Excavation & Compaction CY 5,200 $35.00 $182,000.00
$421,680.00
$502,680.00
$150,804.00
$653,484.00
General Conditions
Subtotal General Conditions:
Unit Estimated
Quantity Extended CostItem
No.Unit Price
Item Description
Stormwater
Subtotal Stormwater:
GRAND TOTAL
TOTAL
Contingencies (30%)
Town of Gulf Stream Drainage Assessment – Technical Memorandum
Baxter & Woodman, Inc.
Appendix A
Meeting Minutes for May 26, 2021 Meeting with SFWMD
Town of Gulf Stream
DRAINAGE EVALUATION
Pre-application Meeting with SFWMD: May 26, 2021
Meeting Minutes May 27, 2021
Participants: (via WebEx)
Dustin Wood SFWMD
Andrea Sanchez SFWMD
Samara, Bassam SFWMD
Kathleen Pollack SFWMD
Greg Dunham Gulf Stream
Town Manager
Trey Nazzaro Gulf Stream
Jeff Hiscock Baxter & Woodman
Introduction:
The Town of Gulf Stream has experienced severe
flooding for several years, particularly in the area of Polo
Drive and Old School Road known as the Core Basin.
B&W is performing a study to determine the cause and
recommend solutions.
Existing Permits:
50-04880-P
Polo Drive/Old School Road Pump Station
Several existing drainage culverts
2-3,250 GPM pumps serving 5.79 acres
(to be utilized during 10-year storm event)
50-00434-S/W
Little Club Golf Course
2-9,000 GPM pumps serving 33 acres
Total drainage area = 156 acres
Coastal ridge along eastern boundary
Drainage pattern is east-to-west
Impacted by past development
Page 2
Model results
25-year, 3-day Storm Discharge Rates
Description
Discharge
Rate Change
Existing 178.74 cfs
Scenario 1 Additional PS 185.04 cfs 6.3 cfs
Scenario 2 Additional Lake 177.9 cfs -0.84 cfs
Scenario 3 Increase Pipe Size 211.79 cfs 33.05 cfs
Scenario 4 Divert Flow/Addl Lake 184.33 cfs 5.59 cfs
Discussion
Jeff Hiscock explained the hydrology of the area and that, based on the LiDAR information, there is a large
area along A1A to the north that flows down into the Core basin. The Core basin has relatively small pipes
and a small pump station that cannot handle the volume of water that the basin receives. When the land
along the Intracoastal Waterway was developed in the 1940s and 50s, the fingers canal were dredged and
the spoil was used to form the lots which raised the site grades and effectively blocked the natural sheetflow
that had occurred.
Jeff described the modelling alternatives that were run and shared the results with exhibits showing the
reduction in flood depths that each can be achieve. Based on the results, most of the options are not cost
effective with the exception of Scenario 3 which includes increasing an existing pipe to 48 inches in diameter.
This, however, results in an increase in the discharge rate.
One goal of this meeting was to determine how the District regards situations such as this in terms of
Allowable Discharge into tidal waters. Dustin Wood indicated that this may qualify for a 62-330.451 General
Permit, which is intended for local government retrofit activities to address older existing areas that are
completely built-out where no new development can occur. Dustin mentioned that although the discharge
rate is increasing, the discharged volume of water would remain the same. He suggested, however, adding
the lake expansion in the golf course, as proposed in Scenario 2, to see if that can attenuate the discharge
rate. He also added that water quality should be addressed, which the lake addition may help provide. Jeff
indicated that a weir might be able to push a first flush of water towards the golf course before overflowing to
the new 48” outfall. This approach may be limited, however, because the road elevations are currently very
close to water table. Dustin said that he would send information regarding the general permit requirements.
Page 3
Andrea Sanchez provided some comments in regard to environmental issues. Andrea indicated that an
environmental review would be required if work within the downstream surface water area exceeds 0.5 acres.
Jeff indicated that the only work within the water would be to install a coffer dam about 5 to 10 feet from the
seawall. Jeff verified that a dewatering permit would be needed and groundwater effluent would need to be
discharged to the Intracoastal Waterway. Andrea indicated that turbidity barriers would be required as well
as daily turbidity monitoring to show that turbidity does not exceed 29 NTUs over the background
concentrations. Andrea also mentioned that a determination would need to be made regarding work in
sovereign submerged lands, but indicated that this activity may be determined to be exempt.
Kathleen Pollack indicated that rights-of-way and easements must be in place for the
improvements. Jeff mentioned that there is an existing pipe and easement where the new pipe
is planned, but that it might be at another location depending on the preliminary engineering.
Kathleen mentioned that proof of easements will need to be submitted with the application.
The meeting was very positive and the Town was very appreciative that there appeared to be a
way to move forward to address the flooding.
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Appendix B
ICPR Model Input and Output Existing and Proposed Scenarios
Gulf Stream Drainage Assessment ICPR Model Input and Output 1
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Manual Basin: B01
Scenario:Existing
Node:B01
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:22.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:11.0000 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.0000 Channelized Waterways,
Canals
ARENTS
1.3200 Golf Course ARENTS
0.0000 Multiple Dwelling Units, High
Rise
ARENTS
4.2900 Multiple Dwelling Units, Low
Rise
ARENTS
1.2900 Golf Course COCOA
4.1000 Multiple Dwelling Units, Low
Rise
COCOA
Comment:
Manual Basin: B02
Scenario:Existing
Node:B02
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:16.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:8.1200 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
6.7300 Golf Course ARENTS
0.9600 Reservoirs ARENTS
0.4300 Golf Course COCOA
Comment:
Manual Basin: B03
Scenario:Existing
Gulf Stream Drainage Assessment ICPR Model Input and Output 2
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node:B03
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:1.7900 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
1.7900 Golf Course ARENTS
Comment:
Manual Basin: B04
Scenario:Existing
Node:B04
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:0.9000 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.9000 Golf Course ARENTS
Comment:
Manual Basin: B05
Scenario:Existing
Node:B05
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:25.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:7.3400 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
3.6600 Golf Course ARENTS
0.8000 Reservoirs ARENTS
0.0300 Fixed Single Family Units COCOA
Gulf Stream Drainage Assessment ICPR Model Input and Output 3
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Area [ac]Land Cover Zone Soil Zone Rainfall Name
1.2500 Golf Course COCOA
0.1400 Multiple Dwelling Units, High
Rise
COCOA
1.3700 Multiple Dwelling Units, Low
Rise
COCOA
0.0000 Multiple Dwelling Units, High
Rise
PALM BEACH
0.0900 Multiple Dwelling Units, Low
Rise
PALM BEACH
Comment:
Manual Basin: B06
Scenario:Existing
Node:B06
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:23.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:10.2400 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
2.3600 Golf Course ARENTS
3.5400 Golf Course COCOA
0.8100 Multiple Dwelling Units, High
Rise
COCOA
3.5300 Multiple Dwelling Units, Low
Rise
COCOA
Comment:
Manual Basin: B07
Scenario:Existing
Node:B07
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:17.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:3.8400 ac
Gulf Stream Drainage Assessment ICPR Model Input and Output 4
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.5000 Fixed Single Family Units ARENTS
3.3400 Golf Course ARENTS
Comment:
Manual Basin: B08
Scenario:Existing
Node:B08
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:19.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:8.9400 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.9300 Fixed Single Family Units ARENTS
1.9100 Golf Course ARENTS
2.2300 Fixed Single Family Units COCOA
0.9700 Golf Course COCOA
2.1300 Institutional COCOA
0.7700 Multiple Dwelling Units, Low
Rise
COCOA
Comment:
Manual Basin: B09
Scenario:Existing
Node:B09
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:2.4900 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
2.3800 Fixed Single Family Units ARENTS
0.1100 Golf Course ARENTS
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 5
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Manual Basin: B10
Scenario:Existing
Node:B10
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:5.2100 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
4.2700 Fixed Single Family Units ARENTS
0.9400 Fixed Single Family Units COCOA
Comment:
Manual Basin: B11
Scenario:Existing
Node:B11
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:2.0300 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
2.0300 Fixed Single Family Units ARENTS
Comment:
Manual Basin: B12
Scenario:Existing
Node:B12
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:85.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:36.6000 ac
Gulf Stream Drainage Assessment ICPR Model Input and Output 6
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Area [ac]Land Cover Zone Soil Zone Rainfall Name
6.2000 Fixed Single Family Units ARENTS
10.8400 Fixed Single Family Units COCOA
1.8800 Institutional COCOA
0.7000 Multiple Dwelling Units, High
Rise
COCOA
2.5000 Multiple Dwelling Units, Low
Rise
COCOA
6.6300 Fixed Single Family Units PALM BEACH
1.4300 Institutional PALM BEACH
5.6800 Multiple Dwelling Units, High
Rise
PALM BEACH
0.7400 Multiple Dwelling Units, Low
Rise
PALM BEACH
Comment:
Manual Basin: B13
Scenario:Existing
Node:B13
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:3.7100 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
3.0500 Fixed Single Family Units ARENTS
0.6600 Fixed Single Family Units COCOA
Comment:
Manual Basin: B14
Scenario:Existing
Node:B14
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:3.0300 ac
Gulf Stream Drainage Assessment ICPR Model Input and Output 7
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Area [ac]Land Cover Zone Soil Zone Rainfall Name
3.0300 Fixed Single Family Units ARENTS
Comment:
Manual Basin: B15
Scenario:Existing
Node:B15
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:4.3500 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
4.0900 Fixed Single Family Units ARENTS
0.2600 Fixed Single Family Units COCOA
Comment:
Manual Basin: B16
Scenario:Existing
Node:B16
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:14.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:7.3700 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
4.5900 Fixed Single Family Units ARENTS
2.7800 Fixed Single Family Units COCOA
Comment:
Manual Basin: B17
Scenario:Existing
Node:B17
Gulf Stream Drainage Assessment ICPR Model Input and Output 8
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:48.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:19.3200 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.0500 Fixed Single Family Units ARENTS
8.6600 Fixed Single Family Units COCOA
10.6100 Fixed Single Family Units PALM BEACH
Comment:
Manual Basin: B01
Scenario:Proposed
Node:B01
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:22.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:11.0000 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.0000 Channelized Waterways,
Canals
ARENTS
1.3200 Golf Course ARENTS
0.0000 Multiple Dwelling Units, High
Rise
ARENTS
4.2900 Multiple Dwelling Units, Low
Rise
ARENTS
1.2900 Golf Course COCOA
4.1000 Multiple Dwelling Units, Low
Rise
COCOA
Comment:
Manual Basin: B02
Scenario:Proposed
Node:B02
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Gulf Stream Drainage Assessment ICPR Model Input and Output 9
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Time of Concentration:16.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:8.1200 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
6.7300 Golf Course ARENTS
0.9600 Reservoirs ARENTS
0.4300 Golf Course COCOA
Comment:
Manual Basin: B03
Scenario:Proposed
Node:B03
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:1.7900 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
1.7900 Golf Course ARENTS
Comment:
Manual Basin: B04
Scenario:Proposed
Node:B04
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:0.9000 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.9000 Golf Course ARENTS
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 10
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Manual Basin: B05
Scenario:Proposed
Node:B05
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:25.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:7.3400 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
3.6600 Golf Course ARENTS
0.8000 Reservoirs ARENTS
0.0300 Fixed Single Family Units COCOA
1.2500 Golf Course COCOA
0.1400 Multiple Dwelling Units, High
Rise
COCOA
1.3700 Multiple Dwelling Units, Low
Rise
COCOA
0.0000 Multiple Dwelling Units, High
Rise
PALM BEACH
0.0900 Multiple Dwelling Units, Low
Rise
PALM BEACH
Comment:
Manual Basin: B06
Scenario:Proposed
Node:B06
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:23.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:10.2400 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
2.3600 Golf Course ARENTS
3.5400 Golf Course COCOA
0.8100 Multiple Dwelling Units, High
Rise
COCOA
3.5300 Multiple Dwelling Units, Low
Rise
COCOA
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 11
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Manual Basin: B07
Scenario:Proposed
Node:B07
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:17.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:3.8400 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.5000 Fixed Single Family Units ARENTS
3.3400 Golf Course ARENTS
Comment:
Manual Basin: B08
Scenario:Proposed
Node:B08
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:19.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:8.9400 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.9300 Fixed Single Family Units ARENTS
1.9100 Golf Course ARENTS
2.2300 Fixed Single Family Units COCOA
0.9700 Golf Course COCOA
2.1300 Institutional COCOA
0.7700 Multiple Dwelling Units, Low
Rise
COCOA
Comment:
Manual Basin: B09
Scenario:Proposed
Node:B09
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Gulf Stream Drainage Assessment ICPR Model Input and Output 12
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:2.4900 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
2.3800 Fixed Single Family Units ARENTS
0.1100 Golf Course ARENTS
Comment:
Manual Basin: B10
Scenario:Proposed
Node:B10
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:5.2100 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
4.2700 Fixed Single Family Units ARENTS
0.9400 Fixed Single Family Units COCOA
Comment:
Manual Basin: B11
Scenario:Proposed
Node:B11
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:2.0300 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
2.0300 Fixed Single Family Units ARENTS
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 13
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Manual Basin: B12
Scenario:Proposed
Node:B12
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:85.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:36.6000 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
6.2000 Fixed Single Family Units ARENTS
10.8400 Fixed Single Family Units COCOA
1.8800 Institutional COCOA
0.7000 Multiple Dwelling Units, High
Rise
COCOA
2.5000 Multiple Dwelling Units, Low
Rise
COCOA
6.6300 Fixed Single Family Units PALM BEACH
1.4300 Institutional PALM BEACH
5.6800 Multiple Dwelling Units, High
Rise
PALM BEACH
0.7400 Multiple Dwelling Units, Low
Rise
PALM BEACH
Comment:
Manual Basin: B13
Scenario:Proposed
Node:B13
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:3.7100 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
3.0500 Fixed Single Family Units ARENTS
0.6600 Fixed Single Family Units COCOA
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 14
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Manual Basin: B14
Scenario:Proposed
Node:B14
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:3.0300 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
3.0300 Fixed Single Family Units ARENTS
Comment:
Manual Basin: B15
Scenario:Proposed
Node:B15
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:10.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:4.3500 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
4.0900 Fixed Single Family Units ARENTS
0.2600 Fixed Single Family Units COCOA
Comment:
Manual Basin: B16
Scenario:Proposed
Node:B16
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:14.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:7.3700 ac
Gulf Stream Drainage Assessment ICPR Model Input and Output 15
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Area [ac]Land Cover Zone Soil Zone Rainfall Name
4.5900 Fixed Single Family Units ARENTS
2.7800 Fixed Single Family Units COCOA
Comment:
Manual Basin: B17
Scenario:Proposed
Node:B17
Hydrograph Method:NRCS Unit Hydrograph
Infiltration Method:Curve Number
Time of Concentration:48.0000 min
Max Allowable Q:0.00 cfs
Time Shift:0.0000 hr
Unit Hydrograph:UH256
Peaking Factor:256.0
Area:19.3200 ac
Area [ac]Land Cover Zone Soil Zone Rainfall Name
0.0500 Fixed Single Family Units ARENTS
8.6600 Fixed Single Family Units COCOA
10.6100 Fixed Single Family Units PALM BEACH
Comment:
Node: B01
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.3900 16988
0.00 0.4200 18295
0.50 0.4400 19166
1.00 0.4700 20473
1.50 0.5000 21780
2.00 0.5400 23522
2.50 0.7400 32234
3.00 1.6000 69696
3.50 2.8400 123710
4.00 3.8700 168577
4.50 4.8900 213008
5.00 5.9300 258311
5.50 6.5500 285318
Gulf Stream Drainage Assessment ICPR Model Input and Output 16
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
6.00 6.8800 299693
6.50 7.0400 306662
7.00 7.1200 310147
7.50 7.1900 313196
8.00 7.2300 314939
8.50 7.2600 316246
9.00 7.2900 317552
9.50 7.3200 318859
10.00 7.3500 320166
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B01 25Y3D 0.00 2.65 0.0010 61.24 40.00 43722
B01 3Y1D 0.00 1.10 0.0010 39.09 39.03 20725
Node: B02
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 1.0500 45738
0.00 1.0900 47480
0.50 1.1400 49658
1.00 1.2200 53143
1.50 1.3000 56628
2.00 1.4400 62726
2.50 1.6700 72745
3.00 3.3500 145926
3.50 5.2500 228690
4.00 6.1000 265716
4.50 6.6900 291416
5.00 7.1800 312761
5.50 7.5300 328007
6.00 7.8200 340639
6.50 8.0200 349351
7.00 8.0900 352400
7.50 8.1100 353272
Gulf Stream Drainage Assessment ICPR Model Input and Output 17
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
8.00 8.1100 353272
8.50 8.1100 353272
9.00 8.1100 353272
9.50 8.1100 353272
10.00 8.1100 353272
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B02 25Y3D 0.00 2.97 0.0010 64.52 34.21 142018
B02 3Y1D 0.00 1.32 0.0010 40.20 25.61 55359
Node: B03
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.0500 2178
0.00 0.0600 2614
0.50 0.0600 2614
1.00 0.0700 3049
1.50 0.0900 3920
2.00 0.1100 4792
2.50 0.1500 6534
3.00 0.4000 17424
3.50 1.0700 46609
4.00 1.3800 60113
4.50 1.5000 65340
5.00 1.5800 68825
5.50 1.6700 72745
6.00 1.7000 74052
6.50 1.7200 74923
7.00 1.7500 76230
7.50 1.7600 76666
8.00 1.7600 76666
8.50 1.7600 76666
9.00 1.7600 76666
9.50 1.7600 76666
Gulf Stream Drainage Assessment ICPR Model Input and Output 18
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
10.00 1.7600 76666
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B03 25Y3D 0.00 2.98 0.0010 25.16 23.56 17093
B03 3Y1D 0.00 1.38 0.0010 18.87 18.84 3707
Node: B04
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.0700 3049
0.00 0.0700 3049
0.50 0.0800 3485
1.00 0.0900 3920
1.50 0.1000 4356
2.00 0.1200 5227
2.50 0.1500 6534
3.00 0.2300 10019
3.50 0.3300 14375
4.00 0.4900 21344
4.50 0.6200 27007
5.00 0.7300 31799
5.50 0.8100 35284
6.00 0.8600 37462
6.50 0.8700 37897
7.00 0.8800 38333
7.50 0.8800 38333
8.00 0.8800 38333
8.50 0.8800 38333
9.00 0.8800 38333
9.50 0.8800 38333
10.00 0.8800 38333
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 19
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B04 25Y3D 0.00 3.10 0.0010 21.66 22.02 10891
B04 3Y1D 0.00 1.55 0.0010 18.22 18.29 4453
Node: B05
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.8600 37462
0.00 0.8700 37897
0.50 0.9200 40075
1.00 1.0500 45738
1.50 2.0800 90605
2.00 3.4000 148104
2.50 4.0900 178160
3.00 4.6600 202990
3.50 5.1500 224334
4.00 5.4600 237838
4.50 5.6700 246985
5.00 5.7900 252212
5.50 5.8900 256568
6.00 5.9400 258746
6.50 5.9900 260924
7.00 6.0100 261796
7.50 6.0400 263102
8.00 6.0600 263974
8.50 6.0900 265280
9.00 6.1300 267023
9.50 6.1600 268330
10.00 6.1900 269636
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B05 25Y3D 0.00 3.11 0.0010 93.11 21.48 207780
Gulf Stream Drainage Assessment ICPR Model Input and Output 20
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B05 3Y1D 0.00 2.06 0.0005 50.82 17.98 151526
Node: B06
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.50 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
0.50 0.0000 0
1.00 0.0200 871
1.50 0.0900 3920
2.00 0.6800 29621
2.50 1.9000 82764
3.00 2.9000 126324
3.50 3.9600 172498
4.00 4.6300 201683
4.50 5.4500 237402
5.00 5.8300 253955
5.50 6.1100 266152
6.00 6.3000 274428
6.50 6.5000 283140
7.00 6.6700 290545
7.50 6.8000 296208
8.00 6.9100 301000
8.50 7.0600 307534
9.00 7.2000 313632
9.50 7.3000 317988
10.00 7.4000 322344
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B06 25Y3D 0.00 3.11 0.0010 41.92 37.39 136318
B06 3Y1D 0.00 2.32 0.0010 16.37 14.53 63433
Gulf Stream Drainage Assessment ICPR Model Input and Output 21
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node: B07
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.0800 3485
0.00 0.0900 3920
0.50 0.1100 4792
1.00 0.1200 5227
1.50 0.2000 8712
2.00 0.5700 24829
2.50 1.3000 56628
3.00 1.9400 84506
3.50 2.5300 110207
4.00 2.9400 128066
4.50 3.2600 142006
5.00 3.4700 151153
5.50 3.6300 158123
6.00 3.7000 161172
6.50 3.7300 162479
7.00 3.7700 164221
7.50 3.8000 165528
8.00 3.8000 165528
8.50 3.8000 165528
9.00 3.8000 165528
9.50 3.8000 165528
10.00 3.8000 165528
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B07 25Y3D 0.00 3.11 0.0010 28.73 13.43 90347
B07 3Y1D 0.00 2.06 0.0005 14.80 11.53 28584
Node: B08
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Gulf Stream Drainage Assessment ICPR Model Input and Output 22
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.2000 8712
0.00 0.2300 10019
0.50 0.2700 11761
1.00 0.4000 17424
1.50 1.0300 44867
2.00 1.7900 77972
2.50 2.6300 114563
3.00 3.1100 135472
3.50 3.5100 152896
4.00 3.8300 166835
4.50 4.2100 183388
5.00 4.5600 198634
5.50 4.8900 213008
6.00 5.0600 220414
6.50 5.2800 229997
7.00 5.5400 241322
7.50 5.7900 252212
8.00 6.0800 264845
8.50 6.2100 270508
9.00 6.2800 273557
9.50 6.3500 276606
10.00 6.3900 278348
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B08 25Y3D 0.00 3.11 0.0010 74.55 36.05 139460
B08 3Y1D 0.00 2.06 0.0005 23.91 16.16 82368
Node: B09
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
1.50 0.0000 0
2.00 0.1000 4356
Gulf Stream Drainage Assessment ICPR Model Input and Output 23
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
2.50 0.3600 15682
3.00 0.6300 27443
3.50 0.8100 35284
4.00 1.0500 45738
4.50 1.2800 55757
5.00 1.4900 64904
5.50 1.6600 72310
6.00 1.7100 74488
6.50 1.7100 74488
7.00 1.7100 74488
7.50 1.7100 74488
8.00 1.7100 74488
8.50 1.7100 74488
9.00 1.7100 74488
9.50 1.7100 74488
10.00 1.7100 74488
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B09 25Y3D 0.00 3.11 0.0039 23.95 21.91 29198
B09 3Y1D 0.00 2.26 0.0039 8.74 7.39 10190
Node: B10
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
0.00 0.0000 0
0.50 0.0200 871
1.00 0.3400 14810
1.50 0.5600 24394
2.00 0.9200 40075
2.50 1.3000 56628
3.00 1.8100 78844
3.50 2.3300 101495
4.00 2.9200 127195
4.50 3.2700 142441
Gulf Stream Drainage Assessment ICPR Model Input and Output 24
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
5.00 3.5000 152460
5.50 3.6400 158558
6.00 3.7800 164657
6.50 3.8200 166399
7.00 3.8200 166399
7.50 3.8200 166399
8.00 3.8200 166399
8.50 3.8200 166399
9.00 3.8200 166399
9.50 3.8200 166399
10.00 3.8200 166399
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B10 25Y3D 0.00 3.12 0.0010 88.42 81.08 84189
B10 3Y1D 0.00 2.30 0.0010 27.30 24.37 50101
Node: B11
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
2.00 0.0000 0
2.50 0.0600 2614
3.00 0.3300 14375
3.50 0.7500 32670
4.00 1.2000 52272
4.50 1.3900 60548
5.00 1.5000 65340
5.50 1.5500 67518
6.00 1.5700 68389
6.50 1.5800 68825
7.00 1.5800 68825
7.50 1.5800 68825
8.00 1.5800 68825
8.50 1.5800 68825
9.00 1.5800 68825
Gulf Stream Drainage Assessment ICPR Model Input and Output 25
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
9.50 1.5800 68825
10.00 1.5800 68825
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B11 25Y3D 0.00 2.85 0.0054 24.61 24.60 10779
B11 3Y1D 0.00 2.33 0.0054 7.14 6.92 1747
Node: B12
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
0.50 0.0000 0
1.00 0.0100 436
1.50 0.1200 5227
2.00 0.7600 33106
2.50 2.3700 103237
3.00 3.8200 166399
3.50 5.3800 234353
4.00 7.0300 306227
4.50 8.5800 373745
5.00 9.8200 427759
5.50 10.7800 469577
6.00 11.6100 505732
6.50 12.6100 549292
7.00 13.4200 584575
7.50 14.3500 625086
8.00 15.3600 669082
8.50 16.0000 696960
9.00 16.6500 725274
9.50 17.1900 748796
10.00 17.6300 767963
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 26
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B12 25Y3D 0.00 3.13 0.0015 112.99 94.88 184556
B12 3Y1D 0.00 2.32 0.0015 43.44 37.66 77956
Node: B13
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
3.50 0.0000 0
4.00 0.0300 1307
4.50 0.2100 9148
5.00 0.4600 20038
5.50 0.7400 32234
6.00 0.9100 39640
6.50 1.0600 46174
7.00 1.2000 52272
7.50 1.3100 57064
8.00 1.4800 64469
8.50 1.8800 81893
9.00 2.1400 93218
9.50 2.2800 99317
10.00 2.3600 102802
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B13 25Y3D 0.00 4.48 0.0015 29.65 29.46 8848
B13 3Y1D 0.00 4.29 0.0014 16.48 16.29 5899
Node: B14
Scenario:Existing
Type:Stage/Area
Gulf Stream Drainage Assessment ICPR Model Input and Output 27
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
2.00 0.0000 0
2.50 0.0400 1742
3.00 0.1700 7405
3.50 0.5100 22216
4.00 0.9500 41382
4.50 1.4900 64904
5.00 1.8800 81893
5.50 2.0800 90605
6.00 2.1900 95396
6.50 2.2100 96268
7.00 2.2100 96268
7.50 2.2100 96268
8.00 2.2100 96268
8.50 2.2100 96268
9.00 2.2100 96268
9.50 2.2100 96268
10.00 2.2100 96268
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B14 25Y3D 0.00 2.30 0.0042 19.83 19.83 1049
B14 3Y1D 0.00 2.14 0.0042 10.65 10.65 480
Node: B15
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
3.50 0.0000 0
4.00 0.0300 1307
4.50 0.3000 13068
5.00 0.7300 31799
5.50 1.3600 59242
Gulf Stream Drainage Assessment ICPR Model Input and Output 28
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
6.00 1.8800 81893
6.50 2.2200 96703
7.00 2.3500 102366
7.50 2.4200 105415
8.00 2.5000 108900
8.50 2.5600 111514
9.00 2.6200 114127
9.50 2.6800 116741
10.00 2.7400 119354
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B15 25Y3D 0.00 4.81 0.0081 28.23 19.77 24684
B15 3Y1D 0.00 3.18 0.0058 14.95 14.94 452
Node: B16
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:2.50 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
2.50 0.0000 0
3.00 0.0300 1307
3.50 0.1600 6970
4.00 0.3500 15246
4.50 0.5400 23522
5.00 1.1300 49223
5.50 2.0100 87556
6.00 2.5200 109771
6.50 2.8000 121968
7.00 3.2800 142877
7.50 3.6600 159430
8.00 3.8600 168142
8.50 4.0300 175547
9.00 4.2100 183388
9.50 4.3500 189486
10.00 4.5300 197327
Gulf Stream Drainage Assessment ICPR Model Input and Output 29
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B16 25Y3D 0.00 3.37 0.0249 40.86 40.84 5457
B16 3Y1D 0.00 3.10 0.0249 19.44 24.92 2417
Node: B17
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:4.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
4.00 0.0000 0
4.50 0.1600 6970
5.00 0.1800 7841
5.50 0.3400 14810
6.00 0.8600 37462
6.50 1.7500 76230
7.00 2.4600 107158
7.50 3.6200 157687
8.00 5.4900 239144
8.50 6.8200 297079
9.00 8.1700 355885
9.50 9.3700 408157
10.00 10.2900 448232
10.50 11.1300 484823
11.00 11.8000 514008
11.50 12.4900 544064
12.00 13.1500 572814
12.50 13.8500 603306
13.00 14.5900 635540
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
Gulf Stream Drainage Assessment ICPR Model Input and Output 30
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B17 25Y3D 0.00 5.72 0.0095 50.38 50.01 24737
B17 3Y1D 0.00 5.37 0.0095 19.34 19.23 12963
Node: OFFSITE
Scenario:Existing
Type:Time/Stage
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 -1.00
0 0 0 12.0000 1.00
0 0 0 24.0000 -1.00
0 0 0 36.0000 1.00
0 0 0 48.0000 -1.00
0 0 0 60.0000 1.00
0 0 0 72.0000 -1.00
0 0 0 84.0000 1.00
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
OFFSITE 25Y3D 0.00 1.00 0.0009 143.86 0.00 0
OFFSITE 3Y1D 0.00 1.00 0.0008 99.24 0.00 0
Node: OFFSITE2
Scenario:Existing
Type:Time/Stage
Base Flow:0.00 cfs
Initial Stage:0.50 ft
Warning Stage:0.00 ft
Boundary Stage:
Gulf Stream Drainage Assessment ICPR Model Input and Output 31
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Year Month Day Hour Stage [ft]
0 0 0 0.0000 0.50
0 0 0 12.0000 2.00
0 0 0 24.0000 2.50
0 0 0 60.0000 2.50
0 0 0 80.0000 2.00
Comment:
Node Max Conditions [Existing]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
OFFSITE2 25Y3D 0.00 2.50 0.0003 31.65 9.28 0
OFFSITE2 3Y1D 0.00 2.50 0.0003 13.78 9.32 0
Node: B01
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.3900 16988
0.00 0.4200 18295
0.50 0.4400 19166
1.00 0.4700 20473
1.50 0.5000 21780
2.00 0.5400 23522
2.50 0.7400 32234
3.00 1.6000 69696
3.50 2.8400 123710
4.00 3.8700 168577
4.50 4.8900 213008
5.00 5.9300 258311
5.50 6.5500 285318
6.00 6.8800 299693
6.50 7.0400 306662
7.00 7.1200 310147
7.50 7.1900 313196
8.00 7.2300 314939
8.50 7.2600 316246
9.00 7.2900 317552
9.50 7.3200 318859
Gulf Stream Drainage Assessment ICPR Model Input and Output 32
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
10.00 7.3500 320166
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B01 25Y3D 0.00 2.50 0.0010 60.91 40.00 32383
B01 3Y1D 0.00 1.09 0.0010 37.86 37.81 20709
Node: B02
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 1.0500 45738
0.00 1.0900 47480
0.50 1.1400 49658
1.00 1.2200 53143
1.50 1.3000 56628
2.00 1.4400 62726
2.50 1.6700 72745
3.00 3.3500 145926
3.50 5.2500 228690
4.00 6.1000 265716
4.50 6.6900 291416
5.00 7.1800 312761
5.50 7.5300 328007
6.00 7.8200 340639
6.50 8.0200 349351
7.00 8.0900 352400
7.50 8.1100 353272
8.00 8.1100 353272
8.50 8.1100 353272
9.00 8.1100 353272
9.50 8.1100 353272
10.00 8.1100 353272
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 33
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B02 25Y3D 0.00 2.62 0.0010 63.54 32.78 90936
B02 3Y1D 0.00 1.29 0.0010 39.29 24.34 55165
Node: B03
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.0500 2178
0.00 0.0600 2614
0.50 0.0600 2614
1.00 0.0700 3049
1.50 0.0900 3920
2.00 0.1100 4792
2.50 0.1500 6534
3.00 0.4000 17424
3.50 1.0700 46609
4.00 1.3800 60113
4.50 1.5000 65340
5.00 1.5800 68825
5.50 1.6700 72745
6.00 1.7000 74052
6.50 1.7200 74923
7.00 1.7500 76230
7.50 1.7600 76666
8.00 1.7600 76666
8.50 1.7600 76666
9.00 1.7600 76666
9.50 1.7600 76666
10.00 1.7600 76666
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B03 25Y3D 0.00 2.63 0.0010 24.16 22.77 9449
Gulf Stream Drainage Assessment ICPR Model Input and Output 34
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B03 3Y1D 0.00 1.35 0.0005 17.82 17.52 3651
Node: B04
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.0700 3049
0.00 0.0700 3049
0.50 0.0800 3485
1.00 0.0900 3920
1.50 0.1000 4356
2.00 0.1200 5227
2.50 0.1500 6534
3.00 0.2300 10019
3.50 0.3300 14375
4.00 0.4900 21344
4.50 0.6200 27007
5.00 0.7300 31799
5.50 0.8100 35284
6.00 0.8600 37462
6.50 0.8700 37897
7.00 0.8800 38333
7.50 0.8800 38333
8.00 0.8800 38333
8.50 0.8800 38333
9.00 0.8800 38333
9.50 0.8800 38333
10.00 0.8800 38333
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B04 25Y3D 0.00 2.68 0.0010 20.25 20.43 7756
B04 3Y1D 0.00 1.49 0.0004 16.28 16.37 4347
Gulf Stream Drainage Assessment ICPR Model Input and Output 35
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node: B05
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.8600 37462
0.00 0.8700 37897
0.50 0.9200 40075
1.00 1.0500 45738
1.50 2.0800 90605
2.00 3.4000 148104
2.50 4.0900 178160
3.00 4.6600 202990
3.50 5.1500 224334
4.00 5.4600 237838
4.50 5.6700 246985
5.00 5.7900 252212
5.50 5.8900 256568
6.00 5.9400 258746
6.50 5.9900 260924
7.00 6.0100 261796
7.50 6.0400 263102
8.00 6.0600 263974
8.50 6.0900 265280
9.00 6.1300 267023
9.50 6.1600 268330
10.00 6.1900 269636
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B05 25Y3D 0.00 2.73 0.0009 80.26 26.51 189462
B05 3Y1D 0.00 1.87 0.0005 41.04 16.02 133538
Node: B06
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.50 ft
Gulf Stream Drainage Assessment ICPR Model Input and Output 36
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
0.50 0.0000 0
1.00 0.0200 871
1.50 0.0900 3920
2.00 0.6800 29621
2.50 1.9000 82764
3.00 2.9000 126324
3.50 3.9600 172498
4.00 4.6300 201683
4.50 5.4500 237402
5.00 5.8300 253955
5.50 6.1100 266152
6.00 6.3000 274428
6.50 6.5000 283140
7.00 6.6700 290545
7.50 6.8000 296208
8.00 6.9100 301000
8.50 7.0600 307534
9.00 7.2000 313632
9.50 7.3000 317988
10.00 7.4000 322344
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B06 25Y3D 0.00 2.74 0.0010 41.92 37.43 103591
B06 3Y1D 0.00 2.32 0.0010 16.37 14.53 63433
Node: B07
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.0800 3485
0.00 0.0900 3920
0.50 0.1100 4792
1.00 0.1200 5227
Gulf Stream Drainage Assessment ICPR Model Input and Output 37
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
1.50 0.2000 8712
2.00 0.5700 24829
2.50 1.3000 56628
3.00 1.9400 84506
3.50 2.5300 110207
4.00 2.9400 128066
4.50 3.2600 142006
5.00 3.4700 151153
5.50 3.6300 158123
6.00 3.7000 161172
6.50 3.7300 162479
7.00 3.7700 164221
7.50 3.8000 165528
8.00 3.8000 165528
8.50 3.8000 165528
9.00 3.8000 165528
9.50 3.8000 165528
10.00 3.8000 165528
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B07 25Y3D 0.00 2.73 0.0009 22.29 13.83 69178
B07 3Y1D 0.00 1.88 0.0005 11.08 8.42 20834
Node: B08
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
-0.50 0.2000 8712
0.00 0.7000 30492
0.50 0.7700 33541
1.00 1.1000 47916
1.50 1.5000 65340
2.00 1.9000 82764
2.50 2.7000 117612
3.00 3.1100 135472
Gulf Stream Drainage Assessment ICPR Model Input and Output 38
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
3.50 3.5100 152896
4.00 3.8300 166835
4.50 4.2100 183388
5.00 4.5600 198634
5.50 4.8900 213008
6.00 5.0600 220414
6.50 5.2800 229997
7.00 5.5400 241322
7.50 5.7900 252212
8.00 6.0800 264845
8.50 6.2100 270508
9.00 6.2800 273557
9.50 6.3500 276606
10.00 6.3900 278348
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B08 25Y3D 0.00 2.73 0.0009 49.40 22.69 125663
B08 3Y1D 0.00 1.88 0.0005 22.89 7.73 78446
Node: B09
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
1.50 0.0000 0
2.00 0.1000 4356
2.50 0.3600 15682
3.00 0.6300 27443
3.50 0.8100 35284
4.00 1.0500 45738
4.50 1.2800 55757
5.00 1.4900 64904
5.50 1.6600 72310
6.00 1.7100 74488
6.50 1.7100 74488
7.00 1.7100 74488
Gulf Stream Drainage Assessment ICPR Model Input and Output 39
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
7.50 1.7100 74488
8.00 1.7100 74488
8.50 1.7100 74488
9.00 1.7100 74488
9.50 1.7100 74488
10.00 1.7100 74488
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B09 25Y3D 0.00 2.71 0.0038 16.29 15.39 20614
B09 3Y1D 0.00 1.86 0.0038 8.74 7.85 3120
Node: B10
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
0.00 0.0000 0
0.50 0.0200 871
1.00 0.3400 14810
1.50 0.5600 24394
2.00 0.9200 40075
2.50 1.3000 56628
3.00 1.8100 78844
3.50 2.3300 101495
4.00 2.9200 127195
4.50 3.2700 142441
5.00 3.5000 152460
5.50 3.6400 158558
6.00 3.7800 164657
6.50 3.8200 166399
7.00 3.8200 166399
7.50 3.8200 166399
8.00 3.8200 166399
8.50 3.8200 166399
9.00 3.8200 166399
9.50 3.8200 166399
Gulf Stream Drainage Assessment ICPR Model Input and Output 40
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
10.00 3.8200 166399
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B10 25Y3D 0.00 2.70 0.0016 103.49 102.39 65620
B10 3Y1D 0.00 1.74 0.0016 34.81 33.93 31853
Node: B11
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
2.00 0.0000 0
2.50 0.0600 2614
3.00 0.3300 14375
3.50 0.7500 32670
4.00 1.2000 52272
4.50 1.3900 60548
5.00 1.5000 65340
5.50 1.5500 67518
6.00 1.5700 68389
6.50 1.5800 68825
7.00 1.5800 68825
7.50 1.5800 68825
8.00 1.5800 68825
8.50 1.5800 68825
9.00 1.5800 68825
9.50 1.5800 68825
10.00 1.5800 68825
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning Max Stage Min/Max Max Total Max Total Max Surface
Gulf Stream Drainage Assessment ICPR Model Input and Output 41
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B11 25Y3D 0.00 2.63 0.0054 13.29 13.11 5621
B11 3Y1D 0.00 2.33 0.0054 7.14 6.92 1747
Node: B12
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
0.50 0.0000 0
1.00 0.0100 436
1.50 0.1200 5227
2.00 0.7600 33106
2.50 2.3700 103237
3.00 3.8200 166399
3.50 5.3800 234353
4.00 7.0300 306227
4.50 8.5800 373745
5.00 9.8200 427759
5.50 10.7800 469577
6.00 11.6100 505732
6.50 12.6100 549292
7.00 13.4200 584575
7.50 14.3500 625086
8.00 15.3600 669082
8.50 16.0000 696960
9.00 16.6500 725274
9.50 17.1900 748796
10.00 17.6300 767963
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B12 25Y3D 0.00 2.75 0.0041 112.99 98.22 134906
B12 3Y1D 0.00 1.79 0.0041 43.44 43.13 21610
Gulf Stream Drainage Assessment ICPR Model Input and Output 42
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node: B12A
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
0.00 0.1000 4356
99.00 0.1000 4356
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B12A 25Y3D 0.00 2.16 0.0063 98.62 98.72 4952
B12A 3Y1D 0.00 1.08 0.0063 37.74 41.25 4949
Node: B13
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
3.50 0.0000 0
4.00 0.0300 1307
4.50 0.2100 9148
5.00 0.4600 20038
5.50 0.7400 32234
6.00 0.9100 39640
6.50 1.0600 46174
7.00 1.2000 52272
7.50 1.3100 57064
8.00 1.4800 64469
8.50 1.8800 81893
9.00 2.1400 93218
9.50 2.2800 99317
10.00 2.3600 102802
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 43
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B13 25Y3D 0.00 4.48 0.0029 29.65 29.46 8848
B13 3Y1D 0.00 4.29 0.0029 16.48 16.29 5899
Node: B14
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
2.00 0.0000 0
2.50 0.0400 1742
3.00 0.1700 7405
3.50 0.5100 22216
4.00 0.9500 41382
4.50 1.4900 64904
5.00 1.8800 81893
5.50 2.0800 90605
6.00 2.1900 95396
6.50 2.2100 96268
7.00 2.2100 96268
7.50 2.2100 96268
8.00 2.2100 96268
8.50 2.2100 96268
9.00 2.2100 96268
9.50 2.2100 96268
10.00 2.2100 96268
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B14 25Y3D 0.00 2.30 0.0042 19.83 19.83 1049
B14 3Y1D 0.00 2.14 0.0042 10.65 10.65 480
Gulf Stream Drainage Assessment ICPR Model Input and Output 44
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node: B15
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
3.50 0.0000 0
4.00 0.0300 1307
4.50 0.3000 13068
5.00 0.7300 31799
5.50 1.3600 59242
6.00 1.8800 81893
6.50 2.2200 96703
7.00 2.3500 102366
7.50 2.4200 105415
8.00 2.5000 108900
8.50 2.5600 111514
9.00 2.6200 114127
9.50 2.6800 116741
10.00 2.7400 119354
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B15 25Y3D 0.00 4.81 0.0081 28.23 19.77 24684
B15 3Y1D 0.00 3.18 0.0058 14.95 14.94 452
Node: B16
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:2.50 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
2.50 0.0000 0
3.00 0.0300 1307
3.50 0.1600 6970
4.00 0.3500 15246
4.50 0.5400 23522
Gulf Stream Drainage Assessment ICPR Model Input and Output 45
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
5.00 1.1300 49223
5.50 2.0100 87556
6.00 2.5200 109771
6.50 2.8000 121968
7.00 3.2800 142877
7.50 3.6600 159430
8.00 3.8600 168142
8.50 4.0300 175547
9.00 4.2100 183388
9.50 4.3500 189486
10.00 4.5300 197327
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B16 25Y3D 0.00 3.37 0.0249 40.86 40.84 5457
B16 3Y1D 0.00 3.10 0.0249 19.44 24.92 2418
Node: B17
Scenario:Proposed
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:4.00 ft
Warning Stage:0.00 ft
Stage [ft]Area [ac]Area [ft2]
4.00 0.0000 0
4.50 0.1600 6970
5.00 0.1800 7841
5.50 0.3400 14810
6.00 0.8600 37462
6.50 1.7500 76230
7.00 2.4600 107158
7.50 3.6200 157687
8.00 5.4900 239144
8.50 6.8200 297079
9.00 8.1700 355885
9.50 9.3700 408157
10.00 10.2900 448232
10.50 11.1300 484823
11.00 11.8000 514008
Gulf Stream Drainage Assessment ICPR Model Input and Output 46
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Stage [ft]Area [ac]Area [ft2]
11.50 12.4900 544064
12.00 13.1500 572814
12.50 13.8500 603306
13.00 14.5900 635540
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
B17 25Y3D 0.00 5.72 0.0138 50.38 50.01 24737
B17 3Y1D 0.00 5.37 0.0138 19.34 19.23 12963
Node: OFFSITE
Scenario:Proposed
Type:Time/Stage
Base Flow:0.00 cfs
Initial Stage:0.00 ft
Warning Stage:0.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 -1.00
0 0 0 12.0000 1.00
0 0 0 24.0000 -1.00
0 0 0 36.0000 1.00
0 0 0 48.0000 -1.00
0 0 0 60.0000 1.00
0 0 0 72.0000 -1.00
0 0 0 84.0000 1.00
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
OFFSITE 25Y3D 0.00 1.00 0.0007 191.67 0.22 0
OFFSITE 3Y1D 0.00 1.00 0.0005 111.75 0.04 0
Gulf Stream Drainage Assessment ICPR Model Input and Output 47
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Node: OFFSITE2
Scenario:Proposed
Type:Time/Stage
Base Flow:0.00 cfs
Initial Stage:0.50 ft
Warning Stage:0.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 0.50
0 0 0 12.0000 2.00
0 0 0 24.0000 2.50
0 0 0 60.0000 2.50
0 0 0 80.0000 2.00
Comment:
Node Max Conditions [Proposed]
Node Name Sim Name Warning
Stage [ft]
Max Stage
[ft]
Min/Max
Delta Stage
[ft]
Max Total
Inflow [cfs]
Max Total
Outflow [cfs]
Max Surface
Area [ft2]
OFFSITE2 25Y3D 0.00 2.50 0.0002 31.65 9.28 0
OFFSITE2 3Y1D 0.00 2.50 0.0003 13.78 9.32 0
Weir Link: B01_B02w
Scenario:Existing
From Node:B02
To Node:B01
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.66 ft
Control Elevation:0.00 ft
Cross Section:B01_B02x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 48
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B01_B02w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B01_B02w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B01_B06w
Scenario:Existing
From Node:B06
To Node:B01
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.47 ft
Control Elevation:0.00 ft
Cross Section:B01_B06x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B01_B06w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B01_B06w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Rating Curve Link: B01_OFFr
Scenario:Existing
From Node:B01
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Table Elev On [ft]Elev On Node Elev Off [ft]Elev Off Node
B01_OFF 0.50 B01 0.00 B01
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 49
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B01_OFFr 25Y3D 40.00 0.00 10.00 0.00 0.00 0.00
B01_OFFr 3Y1D 39.03 0.00 15.00 0.00 0.00 0.00
Pipe Link: B02_B01p
Scenario:Existing
From Node:B02
To Node:B01
Link Count:2
Flow Direction:Both
Damping:0.0000 ft
Length:54.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B02_B01p 25Y3D 34.21 -0.19 0.86 3.49 3.49 3.49
B02_B01p 3Y1D 25.61 -0.42 0.85 2.61 2.61 2.61
Weir Link: B02_B03w
Scenario:Existing
From Node:B03
To Node:B02
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:0.15 ft
Control Elevation:0.00 ft
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Gulf Stream Drainage Assessment ICPR Model Input and Output 50
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Cross Section:B02_B03x
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B02_B03w 25Y3D 23.56 0.00 0.04 2.52 2.52 2.52
B02_B03w 3Y1D 18.84 0.00 0.03 2.37 2.37 2.37
Weir Link: B02_B06w
Scenario:Existing
From Node:B06
To Node:B02
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.77 ft
Control Elevation:0.00 ft
Cross Section:B02_B06x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B02_B06w 25Y3D 14.87 0.00 0.05 1.12 1.12 1.12
B02_B06w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B03_B04w
Scenario:Existing
From Node:B04
To Node:B03
Bottom Clip
Default:0.00 ft
Op Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 51
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.52 ft
Control Elevation:0.00 ft
Cross Section:B03_B04x
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B03_B04w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B03_B04w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B03_B07w
Scenario:Existing
From Node:B07
To Node:B03
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.06 ft
Control Elevation:0.00 ft
Cross Section:B03_B07x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B03_B07w 25Y3D 0.09 0.00 0.00 0.54 0.54 0.54
B03_B07w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 52
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Pipe Link: B04_B03p
Scenario:Existing
From Node:B04
To Node:B03
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:4.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B04_B03p 25Y3D 22.02 0.00 1.67 4.49 4.49 4.49
B04_B03p 3Y1D 18.29 0.00 -1.62 3.73 3.73 3.73
Weir Link: B04_B05w
Scenario:Existing
From Node:B05
To Node:B04
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.52 ft
Control Elevation:0.00 ft
Cross Section:B04_B05x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 53
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B04_B05w 25Y3D 12.24 0.00 -0.02 1.33 1.33 1.33
B04_B05w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B05_B04p
Scenario:Existing
From Node:B05
To Node:B04
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:72.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B05_B04p 25Y3D 21.48 0.00 0.84 4.38 4.38 4.38
B05_B04p 3Y1D 17.98 0.00 0.90 3.66 3.66 3.66
Weir Link: B05_B08w
Scenario:Existing
From Node:B08
To Node:B05
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:1.14 ft
Control Elevation:0.00 ft
Cross Section:B05_B08x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 54
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B05_B08w 25Y3D 35.78 -0.11 0.10 1.23 1.23 1.23
B05_B08w 3Y1D 16.16 0.00 -0.02 1.22 1.22 1.22
Weir Link: B06_B05w
Scenario:Existing
From Node:B06
To Node:B05
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.06 ft
Control Elevation:0.00 ft
Cross Section:B06_B05x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B06_B05w 25Y3D 37.39 -6.38 -0.25 1.78 1.78 1.78
B06_B05w 3Y1D 14.53 0.00 -0.02 1.35 1.35 1.35
Pipe Link: B07_B05p
Scenario:Existing
From Node:B07
To Node:B05
Link Count:1
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Gulf Stream Drainage Assessment ICPR Model Input and Output 55
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Both
Damping:0.0000 ft
Length:40.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B05p 25Y3D 8.86 -0.02 -0.26 1.80 1.80 1.80
B07_B05p 3Y1D 11.53 0.00 0.26 2.35 2.35 2.35
Weir Link: B07_B05w
Scenario:Existing
From Node:B07
To Node:B05
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:1.68 ft
Control Elevation:0.00 ft
Cross Section:B07_B05x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B05w 25Y3D 7.83 -0.06 0.03 0.90 0.90 0.90
B07_B05w 3Y1D 1.25 0.00 0.01 0.50 0.50 0.50
Gulf Stream Drainage Assessment ICPR Model Input and Output 56
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B07_B08w
Scenario:Existing
From Node:B08
To Node:B07
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.02 ft
Control Elevation:0.00 ft
Cross Section:B07_B08x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B08w 25Y3D 0.97 -0.05 0.01 -0.03 -0.03 -0.03
B07_B08w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B07_B09w
Scenario:Existing
From Node:B09
To Node:B07
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.13 ft
Control Elevation:0.00 ft
Cross Section:B07_B09x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
Gulf Stream Drainage Assessment ICPR Model Input and Output 57
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B09w 25Y3D 15.84 -5.20 -0.03 1.45 1.45 1.45
B07_B09w 3Y1D 0.30 0.00 0.00 0.77 0.77 0.77
Pipe Link: B08_B07p
Scenario:Existing
From Node:B08
To Node:B07
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:80.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B08_B07p 25Y3D 4.43 -4.41 0.22 0.90 0.90 0.90
B08_B07p 3Y1D 5.57 -1.73 -0.23 1.14 1.14 1.14
Weir Link: B08_B10w
Scenario:Existing
From Node:B08
To Node:B10
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.10 ft
Control Elevation:0.00 ft
Cross Section:B08_B10x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 58
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B08_B10w 25Y3D 7.02 -44.21 0.07 -1.75 -1.75 -1.75
B08_B10w 3Y1D 0.00 -1.61 0.00 0.00 0.00 0.00
Weir Link: B09_B10w
Scenario:Existing
From Node:B09
To Node:B10
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.06 ft
Control Elevation:0.00 ft
Cross Section:B09_B10x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B09_B10w 25Y3D 7.24 -17.48 -0.04 1.40 1.40 1.40
B09_B10w 3Y1D 1.91 -3.18 -0.01 0.98 0.98 0.98
Pipe Link: B09_OFFp
Scenario:Existing
From Node:B09
To Node:OFFSITE
Link Count:1
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Gulf Stream Drainage Assessment ICPR Model Input and Output 59
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Positive
Damping:0.0000 ft
Length:200.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B09_OFFp 25Y3D 7.32 0.00 0.15 4.14 4.14 4.14
B09_OFFp 3Y1D 5.19 0.00 0.16 2.93 3.12 2.93
Pipe Link: B10_B08p
Scenario:Existing
From Node:B10
To Node:B08
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:164.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.00 ft Max Depth:2.00 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_B08p 25Y3D 7.30 -8.78 0.30 -2.79 -2.79 -2.79
B10_B08p 3Y1D 6.16 -5.43 -0.33 1.96 1.96 1.96
Gulf Stream Drainage Assessment ICPR Model Input and Output 60
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Rating Curve Link: B10_OFFr
Scenario:Existing
From Node:B10
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Table Elev On [ft]Elev On Node Elev Off [ft]Elev Off Node
B10_OFF 1.00 B10 0.00 B10
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_OFFr 25Y3D 14.00 0.00 -0.07 0.00 0.00 0.00
B10_OFFr 3Y1D 14.00 0.00 -0.07 0.00 0.00 0.00
Weir Link: B10_OFFw
Scenario:Existing
From Node:B10
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.40 ft
Control Elevation:0.00 ft
Cross Section:B10_OFFx
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_OFFw 25Y3D 11.18 0.00 0.02 1.88 1.88 1.88
B10_OFFw 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 61
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B11_B12w
Scenario:Existing
From Node:B11
To Node:B12
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.61 ft
Control Elevation:0.00 ft
Cross Section:B11_B12x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B11_B12w 25Y3D 0.02 -23.40 -0.04 -1.79 -1.79 -1.79
B11_B12w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B11_OFFp
Scenario:Existing
From Node:B11
To Node:OFFSITE
Link Count:3
Flow Direction:Positive
Damping:0.0000 ft
Length:150.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.00 ft Max Depth:1.00 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 62
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B11_OFFp 25Y3D 8.03 0.00 -0.27 3.41 3.41 3.41
B11_OFFp 3Y1D 6.31 0.00 -0.27 2.68 2.68 2.68
Weir Link: B11_OFFw
Scenario:Existing
From Node:B11
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.18 ft
Control Elevation:0.00 ft
Cross Section:B11_OFFx
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B11_OFFw 25Y3D 16.68 0.00 -0.04 1.83 1.83 1.83
B11_OFFw 3Y1D 0.62 0.00 0.00 0.96 0.96 0.96
Weir Link: B12_B10w
Scenario:Existing
From Node:B12
To Node:B10
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:0.69 ft
Control Elevation:0.00 ft
Cross Section:B12_B10x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Gulf Stream Drainage Assessment ICPR Model Input and Output 63
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B12_B10w 25Y3D 75.55 -6.20 -0.11 -1.39 -1.39 -1.39
B12_B10w 3Y1D 23.41 -2.22 -0.07 1.27 1.27 1.27
Pipe Link: B12_OFFp
Scenario:Existing
From Node:B12
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Damping:0.0000 ft
Length:340.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:2.00 ft Max Depth:2.00 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B12_OFFp 25Y3D 19.01 0.00 -0.57 6.05 6.11 6.07
B12_OFFp 3Y1D 14.70 0.00 -0.37 4.68 4.81 4.68
Weir Link: B13_B12w
Scenario:Existing
From Node:B13
To Node:B12
Link Count:1
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Gulf Stream Drainage Assessment ICPR Model Input and Output 64
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.85 ft
Control Elevation:0.00 ft
Cross Section:B13_B12x
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_B12w 25Y3D 20.85 0.00 -0.02 1.73 1.73 1.73
B13_B12w 3Y1D 7.90 0.00 0.01 1.35 1.35 1.35
Weir Link: B13_B14w
Scenario:Existing
From Node:B13
To Node:B14
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:4.52 ft
Control Elevation:0.00 ft
Cross Section:B13_B14x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_B14w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B13_B14w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 65
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B13_B15w
Scenario:Existing
From Node:B13
To Node:B15
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:5.11 ft
Control Elevation:0.00 ft
Cross Section:B13_B15x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_B15w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B13_B15w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B13_OFFp
Scenario:Existing
From Node:B13
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Damping:0.0000 ft
Length:400.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.70 ft Max Depth:1.70 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 66
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_OFFp 25Y3D 8.61 0.00 0.06 3.79 3.79 3.79
B13_OFFp 3Y1D 8.39 0.00 -0.02 3.70 3.70 3.70
Weir Link: B14_OFF1w
Scenario:Existing
From Node:B14
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:1.63 ft
Control Elevation:0.00 ft
Cross Section:B14_OFF1x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B14_OFF1w 25Y3D 14.14 0.00 -0.02 1.57 1.57 1.57
B14_OFF1w 3Y1D 5.33 0.00 0.00 1.47 1.47 1.47
Weir Link: B14_OFF2w
Scenario:Existing
From Node:B14
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.58 ft
Control Elevation:0.00 ft
Cross Section:B14_OFF2x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Gulf Stream Drainage Assessment ICPR Model Input and Output 67
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B14_OFF2w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B14_OFF2w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B14_OFFp
Scenario:Existing
From Node:B14
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Damping:0.0000 ft
Length:165.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B14_OFFp 25Y3D 5.68 0.00 -0.23 3.22 3.37 3.22
B14_OFFp 3Y1D 5.33 0.00 -0.20 3.01 3.37 3.01
Pipe Link: B15_OFFp
Scenario:Existing
From Node:B15
To Node:OFFSITE
Link Count:2
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Gulf Stream Drainage Assessment ICPR Model Input and Output 68
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Positive
Damping:0.0000 ft
Length:160.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B15_OFFp 25Y3D 19.77 0.00 -0.51 5.59 5.59 5.59
B15_OFFp 3Y1D 14.94 0.00 -0.49 4.23 4.23 4.23
Weir Link: B15_OFFw
Scenario:Existing
From Node:B15
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:4.86 ft
Control Elevation:0.00 ft
Cross Section:B15_OFFx
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B15_OFFw 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B15_OFFw 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 69
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B16_B15w
Scenario:Existing
From Node:B16
To Node:B15
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:5.02 ft
Control Elevation:0.00 ft
Cross Section:B16_B15x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_B15w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B16_B15w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B16_OFF2p
Scenario:Existing
From Node:B16
To Node:OFFSITE2
Link Count:2
Flow Direction:Both
Damping:0.0000 ft
Length:25.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:1.00 ft Max Depth:1.00 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 70
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_OFF2p 25Y3D 13.78 -9.28 -0.97 8.77 8.77 8.77
B16_OFF2p 3Y1D 13.78 -9.32 -0.97 8.77 8.77 8.77
Weir Link: B16_OFF2w
Scenario:Existing
From Node:B16
To Node:OFFSITE2
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.20 ft
Control Elevation:0.00 ft
Cross Section:B16_OFF2x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_OFF2w 25Y3D 22.57 0.00 0.03 1.02 1.02 1.02
B16_OFF2w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B16_OFFp
Scenario:Existing
From Node:B16
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:300.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Upstream Downstream
Invert:-2.50 ft Invert:-3.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 71
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Energy Switch:Energy Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_OFFp 25Y3D 11.14 0.00 -0.04 6.30 6.30 6.30
B16_OFFp 3Y1D 11.14 0.00 -0.04 6.30 6.30 6.30
Weir Link: B17_B12w
Scenario:Existing
From Node:B17
To Node:B12
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:4.76 ft
Control Elevation:0.00 ft
Cross Section:B17_B12x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B17_B12w 25Y3D 43.00 0.00 -0.06 2.12 2.12 2.12
B17_B12w 3Y1D 12.79 0.00 -0.03 1.76 1.76 1.76
Pipe Link: B17_B13p
Scenario:Existing
From Node:B17
To Node:B13
Link Count:1
Flow Direction:Both
Upstream Downstream
Invert:2.00 ft Invert:-1.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Gulf Stream Drainage Assessment ICPR Model Input and Output 72
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Damping:0.0000 ft
Length:310.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B17_B13p 25Y3D 9.50 0.00 -0.46 5.99 7.12 6.49
B17_B13p 3Y1D 9.50 0.00 0.42 5.99 7.12 6.49
Weir Link: B17_B13w
Scenario:Existing
From Node:B17
To Node:B13
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:8.26 ft
Control Elevation:0.00 ft
Cross Section:B17_B13x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Existing]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B17_B13w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B17_B13w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 73
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B01_B02w
Scenario:Proposed
From Node:B02
To Node:B01
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.66 ft
Control Elevation:0.00 ft
Cross Section:B01_B02x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B01_B02w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B01_B02w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B01_B06w
Scenario:Proposed
From Node:B06
To Node:B01
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.47 ft
Control Elevation:0.00 ft
Cross Section:B01_B06x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
Gulf Stream Drainage Assessment ICPR Model Input and Output 74
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B01_B06w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B01_B06w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Rating Curve Link: B01_OFFr
Scenario:Proposed
From Node:B01
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Table Elev On [ft]Elev On Node Elev Off [ft]Elev Off Node
B01_OFF 0.50 B01 0.00 B01
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B01_OFFr 25Y3D 40.00 0.00 15.00 0.00 0.00 0.00
B01_OFFr 3Y1D 37.81 0.00 10.00 0.00 0.00 0.00
Pipe Link: B02_B01p
Scenario:Proposed
From Node:B02
To Node:B01
Link Count:2
Flow Direction:Both
Damping:0.0000 ft
Length:54.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Gulf Stream Drainage Assessment ICPR Model Input and Output 75
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B02_B01p 25Y3D 32.78 -0.21 0.86 3.34 3.34 3.34
B02_B01p 3Y1D 24.34 -0.52 0.84 2.48 2.48 2.48
Weir Link: B02_B03w
Scenario:Proposed
From Node:B03
To Node:B02
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:0.15 ft
Control Elevation:0.00 ft
Cross Section:B02_B03x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B02_B03w 25Y3D 22.77 -0.06 0.04 2.50 2.50 2.50
B02_B03w 3Y1D 17.52 -0.24 0.03 2.34 2.34 2.34
Weir Link: B02_B06w
Scenario:Proposed
From Node:B06
To Node:B02
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.77 ft
Control Elevation:0.00 ft
Cross Section:B02_B06x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 76
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B02_B06w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B02_B06w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B03_B04w
Scenario:Proposed
From Node:B04
To Node:B03
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.52 ft
Control Elevation:0.00 ft
Cross Section:B03_B04x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B03_B04w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B03_B04w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B03_B07w
Scenario:Proposed
From Node:B07
To Node:B03
Link Count:1
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Gulf Stream Drainage Assessment ICPR Model Input and Output 77
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.06 ft
Control Elevation:0.00 ft
Cross Section:B03_B07x
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B03_B07w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B03_B07w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B04_B03p
Scenario:Proposed
From Node:B04
To Node:B03
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:4.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B04_B03p 25Y3D 20.43 -0.07 1.84 4.16 4.16 4.16
B04_B03p 3Y1D 16.37 -0.28 0.65 3.33 3.33 3.33
Gulf Stream Drainage Assessment ICPR Model Input and Output 78
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B04_B05w
Scenario:Proposed
From Node:B05
To Node:B04
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.52 ft
Control Elevation:0.00 ft
Cross Section:B04_B05x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B04_B05w 25Y3D 2.50 0.00 0.01 1.10 1.10 1.10
B04_B05w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B05_B04p
Scenario:Proposed
From Node:B05
To Node:B04
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:72.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 79
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B05_B04p 25Y3D 19.97 -0.05 0.91 4.07 4.07 4.07
B05_B04p 3Y1D 16.02 -0.27 -0.14 3.26 3.26 3.26
Weir Link: B05_B08w
Scenario:Proposed
From Node:B08
To Node:B05
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:1.14 ft
Control Elevation:0.00 ft
Cross Section:B05_B08x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B05_B08w 25Y3D 18.44 -11.67 -0.06 1.19 1.19 1.19
B05_B08w 3Y1D 7.73 0.00 -0.01 1.15 1.15 1.15
Weir Link: B06_B05w
Scenario:Proposed
From Node:B06
To Node:B05
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.06 ft
Control Elevation:0.00 ft
Cross Section:B06_B05x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Gulf Stream Drainage Assessment ICPR Model Input and Output 80
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B06_B05w 25Y3D 37.43 0.00 -0.08 1.78 1.78 1.78
B06_B05w 3Y1D 14.53 0.00 -0.02 1.35 1.35 1.35
Pipe Link: B07_B05p
Scenario:Proposed
From Node:B07
To Node:B05
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:40.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B05p 25Y3D 8.53 -0.72 -0.15 1.74 1.74 1.74
B07_B05p 3Y1D 8.42 0.00 0.03 1.72 1.72 1.72
Weir Link: B07_B05w
Scenario:Proposed
From Node:B07
To Node:B05
Link Count:1
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Gulf Stream Drainage Assessment ICPR Model Input and Output 81
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:1.68 ft
Control Elevation:0.00 ft
Cross Section:B07_B05x
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B05w 25Y3D 6.59 -3.97 -0.03 0.90 0.90 0.90
B07_B05w 3Y1D 1.03 0.00 0.00 0.42 0.42 0.42
Weir Link: B07_B08w
Scenario:Proposed
From Node:B08
To Node:B07
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.02 ft
Control Elevation:0.00 ft
Cross Section:B07_B08x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B08w 25Y3D 0.02 -0.18 0.00 -0.04 -0.04 -0.04
B07_B08w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 82
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B07_B09w
Scenario:Proposed
From Node:B09
To Node:B07
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.13 ft
Control Elevation:0.00 ft
Cross Section:B07_B09x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B07_B09w 25Y3D 1.61 -9.22 -0.04 -1.37 -1.37 -1.37
B07_B09w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B08_B07p
Scenario:Proposed
From Node:B08
To Node:B07
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:80.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.50 ft Max Depth:2.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 83
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B08_B07p 25Y3D 4.65 -4.87 0.12 -0.99 -0.99 -0.99
B08_B07p 3Y1D 4.68 -1.94 0.03 0.95 0.95 0.95
Weir Link: B08_B10w
Scenario:Proposed
From Node:B08
To Node:B10
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.10 ft
Control Elevation:0.00 ft
Cross Section:B08_B10x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B08_B10w 25Y3D 22.69 -3.60 0.08 1.45 1.45 1.45
B08_B10w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B09_B10w
Scenario:Proposed
From Node:B09
To Node:B10
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.06 ft
Control Elevation:0.00 ft
Cross Section:B09_B10x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Gulf Stream Drainage Assessment ICPR Model Input and Output 84
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B09_B10w 25Y3D 5.85 -0.89 -0.03 1.32 1.32 1.32
B09_B10w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B09_OFFp
Scenario:Proposed
From Node:B09
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Damping:0.0000 ft
Length:200.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B09_OFFp 25Y3D 6.41 0.00 0.20 3.63 3.63 3.63
B09_OFFp 3Y1D 4.29 0.00 0.16 2.43 3.12 2.66
Pipe Link: B10_B08p
Scenario:Proposed
From Node:B10
To Node:B08
Link Count:1
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:2.00 ft Max Depth:2.00 ft
Gulf Stream Drainage Assessment ICPR Model Input and Output 85
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Positive
Damping:0.0000 ft
Length:164.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_B08p 25Y3D 5.77 0.00 0.32 1.84 1.84 1.84
B10_B08p 3Y1D 4.98 0.00 0.14 1.58 1.58 1.58
Pipe Link: B10_B09
Scenario:Proposed
From Node:B10
To Node:B09
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:350.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_B09 25Y3D 3.15 -3.59 0.34 -2.03 -2.03 -2.03
B10_B09 3Y1D 2.65 -3.64 -0.34 -2.06 -2.06 -2.06
Gulf Stream Drainage Assessment ICPR Model Input and Output 86
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B10_B12Aw
Scenario:Proposed
From Node:B10
To Node:B12A
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Rectangular
Invert:1.00 ft
Control Elevation:0.00 ft
Max Depth:99.00 ft
Max Width:14.00 ft
Fillet:0.00 ft
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_B12Aw 25Y3D 87.05 0.00 -0.05 3.65 3.65 3.65
B10_B12Aw 3Y1D 24.83 0.00 -0.05 2.40 2.40 2.40
Rating Curve Link: B10_OFFr
Scenario:Proposed
From Node:B10
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Table Elev On [ft]Elev On Node Elev Off [ft]Elev Off Node
B10_OFF 1.00 B10 0.00 B10
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_OFFr 25Y3D 14.00 0.00 -0.05 0.00 0.00 0.00
B10_OFFr 3Y1D 7.00 0.00 -0.06 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 87
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Weir Link: B10_OFFw
Scenario:Proposed
From Node:B10
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.40 ft
Control Elevation:0.00 ft
Cross Section:B10_OFFx
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B10_OFFw 25Y3D 1.34 0.00 0.00 1.24 1.24 1.24
B10_OFFw 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B11_B12w
Scenario:Proposed
From Node:B11
To Node:B12
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.61 ft
Control Elevation:0.00 ft
Cross Section:B11_B12x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
Gulf Stream Drainage Assessment ICPR Model Input and Output 88
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B11_B12w 25Y3D 0.02 -1.27 0.00 0.00 0.00 0.00
B11_B12w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B11_OFFp
Scenario:Proposed
From Node:B11
To Node:OFFSITE
Link Count:3
Flow Direction:Positive
Damping:0.0000 ft
Length:150.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.00 ft Max Depth:1.00 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B11_OFFp 25Y3D 6.95 0.00 -0.27 2.95 2.95 2.95
B11_OFFp 3Y1D 6.31 0.00 -0.26 2.68 2.68 2.68
Weir Link: B11_OFFw
Scenario:Proposed
From Node:B11
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:2.18 ft
Control Elevation:0.00 ft
Cross Section:B11_OFFx
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 89
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B11_OFFw 25Y3D 6.15 0.00 -0.01 1.53 1.53 1.53
B11_OFFw 3Y1D 0.62 0.00 0.00 0.96 0.96 0.96
Pipe Link: B12A_OFFp
Scenario:Proposed
From Node:B12A
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:170.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0090 Manning's N:0.0090
Geometry: Circular Geometry: Circular
Max Depth:4.00 ft Max Depth:4.00 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B12A_OFFp 25Y3D 98.72 -0.22 3.00 7.86 8.04 7.95
B12A_OFFp 3Y1D 41.25 -0.04 -2.75 4.08 6.56 5.32
Weir Link: B12_B10w
Scenario:Proposed
From Node:B12
To Node:B10
Bottom Clip
Default:0.00 ft
Op Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 90
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:0.69 ft
Control Elevation:0.00 ft
Cross Section:B12_B10x
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B12_B10w 25Y3D 85.97 -0.02 0.07 1.46 1.46 1.46
B12_B10w 3Y1D 30.22 0.00 -0.05 1.46 1.46 1.46
Pipe Link: B12_B12Ap
Scenario:Proposed
From Node:B12
To Node:B12A
Link Count:1
Flow Direction:Positive
Damping:0.0000 ft
Length:170.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:2.00 ft Max Depth:2.00 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B12_B12Ap 25Y3D 15.72 0.00 0.82 5.00 5.00 5.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 91
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B12_B12Ap 3Y1D 13.09 0.00 0.82 4.17 4.17 4.17
Weir Link: B13_B12w
Scenario:Proposed
From Node:B13
To Node:B12
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.85 ft
Control Elevation:0.00 ft
Cross Section:B13_B12x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_B12w 25Y3D 20.85 0.00 -0.02 1.73 1.73 1.73
B13_B12w 3Y1D 7.90 0.00 0.01 1.35 1.35 1.35
Weir Link: B13_B14w
Scenario:Proposed
From Node:B13
To Node:B14
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:4.52 ft
Control Elevation:0.00 ft
Cross Section:B13_B14x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 92
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_B14w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B13_B14w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B13_B15w
Scenario:Proposed
From Node:B13
To Node:B15
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:5.11 ft
Control Elevation:0.00 ft
Cross Section:B13_B15x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_B15w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B13_B15w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B13_OFFp
Scenario:Proposed
From Node:B13
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Damping:0.0000 ft
Length:400.00 ft
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.70 ft Max Depth:1.70 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 93
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B13_OFFp 25Y3D 8.61 0.00 -0.02 3.79 3.79 3.79
B13_OFFp 3Y1D 8.39 0.00 -0.02 3.70 3.70 3.70
Weir Link: B14_OFF1w
Scenario:Proposed
From Node:B14
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:1.63 ft
Control Elevation:0.00 ft
Cross Section:B14_OFF1x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B14_OFF1w 25Y3D 14.15 0.00 -0.02 1.57 1.57 1.57
B14_OFF1w 3Y1D 5.33 0.00 0.00 1.47 1.47 1.47
Weir Link: B14_OFF2w
Gulf Stream Drainage Assessment ICPR Model Input and Output 94
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Scenario:Proposed
From Node:B14
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.58 ft
Control Elevation:0.00 ft
Cross Section:B14_OFF2x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B14_OFF2w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B14_OFF2w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B14_OFFp
Scenario:Proposed
From Node:B14
To Node:OFFSITE
Link Count:1
Flow Direction:Positive
Damping:0.0000 ft
Length:165.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 95
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B14_OFFp 25Y3D 5.68 0.00 -0.22 3.22 3.37 3.22
B14_OFFp 3Y1D 5.33 0.00 -0.21 3.01 3.37 3.01
Pipe Link: B15_OFFp
Scenario:Proposed
From Node:B15
To Node:OFFSITE
Link Count:2
Flow Direction:Positive
Damping:0.0000 ft
Length:160.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.00 ft Invert:-2.00 ft
Manning's N:0.0200 Manning's N:0.0200
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B15_OFFp 25Y3D 19.77 0.00 -0.51 5.59 5.59 5.59
B15_OFFp 3Y1D 14.94 0.00 -0.50 4.23 4.23 4.23
Weir Link: B15_OFFw
Scenario:Proposed
From Node:B15
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:4.86 ft
Control Elevation:0.00 ft
Cross Section:B15_OFFx
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 96
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B15_OFFw 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B15_OFFw 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Weir Link: B16_B15w
Scenario:Proposed
From Node:B16
To Node:B15
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:5.02 ft
Control Elevation:0.00 ft
Cross Section:B16_B15x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_B15w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B16_B15w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Pipe Link: B16_OFF2p
Scenario:Proposed
From Node:B16
To Node:OFFSITE2
Link Count:2
Upstream Downstream
Invert:-3.00 ft Invert:-3.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:1.00 ft Max Depth:1.00 ft
Gulf Stream Drainage Assessment ICPR Model Input and Output 97
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Flow Direction:Both
Damping:0.0000 ft
Length:25.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_OFF2p 25Y3D 13.78 -9.28 -0.97 8.77 8.77 8.77
B16_OFF2p 3Y1D 13.78 -9.32 -0.97 8.77 8.77 8.77
Weir Link: B16_OFF2w
Scenario:Proposed
From Node:B16
To Node:OFFSITE2
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:3.20 ft
Control Elevation:0.00 ft
Cross Section:B16_OFF2x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_OFF2w 25Y3D 22.57 0.00 0.03 1.02 1.02 1.02
B16_OFF2w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Gulf Stream Drainage Assessment ICPR Model Input and Output 98
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Pipe Link: B16_OFFp
Scenario:Proposed
From Node:B16
To Node:OFFSITE
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:300.00 ft
FHWA Code:0
Entr Loss Coef:0.50
Exit Loss Coef:0.50
Bend Loss Coef:0.00
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:-2.50 ft Invert:-3.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B16_OFFp 25Y3D 11.14 0.00 -0.04 6.30 6.30 6.30
B16_OFFp 3Y1D 11.14 0.00 -0.04 6.30 6.30 6.30
Weir Link: B17_B12w
Scenario:Proposed
From Node:B17
To Node:B12
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:4.76 ft
Control Elevation:0.00 ft
Cross Section:B17_B12x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow Min Flow [cfs]Min/Max Max Us Max Ds Max Avg
Gulf Stream Drainage Assessment ICPR Model Input and Output 99
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B17_B12w 25Y3D 43.00 0.00 -0.04 2.12 2.12 2.12
B17_B12w 3Y1D 12.79 0.00 -0.02 1.76 1.76 1.76
Pipe Link: B17_B13p
Scenario:Proposed
From Node:B17
To Node:B13
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Length:310.00 ft
FHWA Code:0
Entr Loss Coef:0.00
Exit Loss Coef:0.50
Bend Loss Coef:0.50
Bend Location:0.00 ft
Energy Switch:Energy
Upstream Downstream
Invert:2.00 ft Invert:-1.00 ft
Manning's N:0.0120 Manning's N:0.0120
Geometry: Circular Geometry: Circular
Max Depth:1.50 ft Max Depth:1.50 ft
Bottom Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Top Clip
Default:0.00 ft Default:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000 Manning's N:0.0000
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B17_B13p 25Y3D 15.21 0.00 -0.49 8.82 8.82 8.82
B17_B13p 3Y1D 15.21 0.00 -0.49 8.82 8.82 8.82
Weir Link: B17_B13w
Scenario:Proposed
From Node:B17
To Node:B13
Link Count:1
Flow Direction:Both
Damping:0.0000 ft
Weir Type:Broad Crested Vertical
Geometry Type:Irregular
Invert:8.26 ft
Control Elevation:0.00 ft
Cross Section:B17_B13x
Bottom Clip
Default:0.00 ft
Op Table:
Ref Node:
Top Clip
Default:0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default:2.800
Weir Table:
Gulf Stream Drainage Assessment ICPR Model Input and Output 100
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Orifice Default:0.600
Orifice Table:
Comment:
Link Min/Max Conditions [Proposed]
Link Name Sim Name Max Flow
[cfs]
Min Flow [cfs]Min/Max
Delta Flow
[cfs]
Max Us
Velocity [fps]
Max Ds
Velocity [fps]
Max Avg
Velocity [fps]
B17_B13w 25Y3D 0.00 0.00 0.00 0.00 0.00 0.00
B17_B13w 3Y1D 0.00 0.00 0.00 0.00 0.00 0.00
Simulation: 25Y3D
Scenario:Existing
Run Date/Time:5/8/2021 2:38:45 PM
Program Version:ICPR4 4.05.01
General
Run Mode:Normal
Year Month Day Hour [hr]
Start Time:0 0 0 0.0000
End Time:0 0 0 80.0000
Hydrology [sec]Surface Hydraulics
[sec]
Min Calculation Time:60.0000 0.1000
Max Calculation Time:30.0000
Output Time Increments
Hydrology
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Surface Hydraulics
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Restart File
Save Restart:False
Resources & Lookup Tables
Gulf Stream Drainage Assessment ICPR Model Input and Output 101
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Resources Lookup Tables
Rainfall Folder:Boundary Stage Set:
Extern Hydrograph Set:
Unit Hydrograph
Folder:
Curve Number Set:CN
Green-Ampt Set:
Vertical Layers Set:
Impervious Set:Imperv
Tolerances & Options
Time Marching:SAOR IA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight
Fact:
0.5 dec
dZ Tolerance:0.0010 ft Smp/Man Basin Rain
Opt:
Global
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ft Rainfall Name:~SFWMD-72
Rainfall Amount:15.00 in
Edge Length Option:Automatic Storm Duration:72.0000 hr
Dflt Damping (1D):0.0050 ft
Min Node Srf Area
(1D):
100 ft2
Energy Switch (1D):Energy
Comment:
Simulation: 3Y1D
Scenario:Existing
Run Date/Time:5/8/2021 2:40:17 PM
Program Version:ICPR4 4.05.01
General
Run Mode:Normal
Year Month Day Hour [hr]
Start Time:0 0 0 0.0000
End Time:0 0 0 30.0000
Hydrology [sec]Surface Hydraulics
[sec]
Min Calculation Time:60.0000 0.1000
Max Calculation Time:30.0000
Gulf Stream Drainage Assessment ICPR Model Input and Output 102
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Output Time Increments
Hydrology
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Surface Hydraulics
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Restart File
Save Restart:False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder:Boundary Stage Set:
Extern Hydrograph Set:
Unit Hydrograph
Folder:
Curve Number Set:CN
Green-Ampt Set:
Vertical Layers Set:
Impervious Set:Imperv
Tolerances & Options
Time Marching:SAOR IA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight
Fact:
0.5 dec
dZ Tolerance:0.0010 ft Smp/Man Basin Rain
Opt:
Global
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD
Rainfall Amount:6.40 in
Edge Length Option:Automatic Storm Duration:24.0000 hr
Dflt Damping (1D):0.0050 ft
Min Node Srf Area
(1D):
100 ft2
Energy Switch (1D):Energy
Comment:
Simulation: 25Y3D
Gulf Stream Drainage Assessment ICPR Model Input and Output 103
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Scenario:Proposed
Run Date/Time:6/30/2021 10:50:51 AM
Program Version:ICPR4 4.05.01
General
Run Mode:Normal
Year Month Day Hour [hr]
Start Time:0 0 0 0.0000
End Time:0 0 0 80.0000
Hydrology [sec]Surface Hydraulics
[sec]
Min Calculation Time:60.0000 0.1000
Max Calculation Time:30.0000
Output Time Increments
Hydrology
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Surface Hydraulics
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Restart File
Save Restart:False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder:Boundary Stage Set:
Extern Hydrograph Set:
Unit Hydrograph
Folder:
Curve Number Set:CN
Green-Ampt Set:
Vertical Layers Set:
Impervious Set:Imperv
Tolerances & Options
Time Marching:SAOR IA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight
Fact:
0.5 dec
dZ Tolerance:0.0010 ft Smp/Man Basin Rain
Opt:
Global
Gulf Stream Drainage Assessment ICPR Model Input and Output 104
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ft Rainfall Name:~SFWMD-72
Rainfall Amount:15.00 in
Edge Length Option:Automatic Storm Duration:72.0000 hr
Dflt Damping (1D):0.0050 ft
Min Node Srf Area
(1D):
100 ft2
Energy Switch (1D):Energy
Comment:
Simulation: 3Y1D
Scenario:Proposed
Run Date/Time:6/30/2021 10:51:44 AM
Program Version:ICPR4 4.05.01
General
Run Mode:Normal
Year Month Day Hour [hr]
Start Time:0 0 0 0.0000
End Time:0 0 0 30.0000
Hydrology [sec]Surface Hydraulics
[sec]
Min Calculation Time:60.0000 0.1000
Max Calculation Time:30.0000
Output Time Increments
Hydrology
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Surface Hydraulics
Year Month Day Hour [hr]Time Increment [min]
0 0 0 0.0000 15.0000
Restart File
Save Restart:False
Resources & Lookup Tables
Resources Lookup Tables
Gulf Stream Drainage Assessment ICPR Model Input and Output 105
I:\Azure\GULST\210076-Drainage System Eval\30-ReportStudy\Design\Hydraulic Model Data\ICPR\Core\6/30/2021 11:18
Rainfall Folder:Boundary Stage Set:
Extern Hydrograph Set:
Unit Hydrograph
Folder:
Curve Number Set:CN
Green-Ampt Set:
Vertical Layers Set:
Impervious Set:Imperv
Tolerances & Options
Time Marching:SAOR IA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight
Fact:
0.5 dec
dZ Tolerance:0.0010 ft Smp/Man Basin Rain
Opt:
Global
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD
Rainfall Amount:6.40 in
Edge Length Option:Automatic Storm Duration:24.0000 hr
Dflt Damping (1D):0.0050 ft
Min Node Srf Area
(1D):
100 ft2
Energy Switch (1D):Energy
Comment: