Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 1 of 5

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1 ==== Basins ============================================================================== Name: 1A Node: Swale 1 Status: Onsite : Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): Time of Conc(min): Area(ac): Time Shift(hrs): 0.00 Curve Number: Max Allowable Q(cfs): DCIA(%): 0.00 Name: 1B Node: Swale 1 Status: Onsite : Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): Time of Conc(min): Area(ac): Time Shift(hrs): 0.00 Curve Number: Max Allowable Q(cfs): DCIA(%): 0.00 Time of concentration taken from ditch calculations. ==== Nodes =============================================================================== Name: GW-1 Base Flow(cfs): Init Stage(ft): : Warn Stage(ft): Type: Time/Stage Time(hrs) Stage(ft) Name: S-1A Base Flow(cfs): Init Stage(ft): : Warn Stage(ft): Type: Stage/Area Stage(ft) Area(ac) Name: S-1B Base Flow(cfs): Init Stage(ft): : Warn Stage(ft): Type: Stage/Area Stage(ft) Area(ac) Name: Swale 1 Base Flow(cfs): Init Stage(ft): : Warn Stage(ft): Type: Stage/Area LOW EDGE OF PAVED SHOULDER = Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 1 of 5

2 Stage(ft) Area(ac) Name: TW-1 Base Flow(cfs): Init Stage(ft): : Warn Stage(ft): Type: Time/Stage Time(hrs) Stage(ft) ==== Pipes =============================================================================== Name: EX 30" From Node: S-1B Length(ft): : To Node: TW-1 Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): Entrance Loss Coef: 0.50 Rise(in): Exit Loss Coef: 1.00 Invert(ft): Bend Loss Coef: 0.00 Manning's N: Outlet Ctrl Spec: Use dc or tw Top Clip(in): Inlet Ctrl Spec: Use dc Bot Clip(in): Stabilizer Option: None Upstream FHWA Inlet Edge Description: Downstream FHWA Inlet Edge Description: Name: EX-104 From Node: S-1A Length(ft): : To Node: S-1B Count: 1 Friction Equation: Automatic UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive Geometry: Circular Circular Flow: Both Span(in): Entrance Loss Coef: 0.50 Rise(in): Exit Loss Coef: 1.00 Invert(ft): Bend Loss Coef: 0.00 Manning's N: Outlet Ctrl Spec: Use dc or tw Top Clip(in): Inlet Ctrl Spec: Use dc Bot Clip(in): Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat Downstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat ==== Drop Structures ===================================================================== Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 2 of 5

3 Name: DS-1 From Node: Swale 1 Length(ft): 6.00 : To Node: S-1A Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Automatic Geometry: Circular Circular Solution Algorithm: Most Restrictive Span(in): Flow: Both Rise(in): Entrance Loss Coef: Invert(ft): Exit Loss Coef: Manning's N: Outlet Ctrl Spec: Use dc or tw Top Clip(in): Inlet Ctrl Spec: Use dc Bot Clip(in): Solution Incs: 10 Upstream FHWA Inlet Edge Description: Downstream FHWA Inlet Edge Description: *** Weir 1 of 2 for Drop Structure DS-1 *** Count: 1 Bottom Clip(in): Type: Horizontal Top Clip(in): Flow: Both Weir Disc Coef: Geometry: Rectangular Orifice Disc Coef: TABLE Span(in): Invert(ft): Rise(in): Control Elev(ft): *** Weir 2 of 2 for Drop Structure DS-1 *** Count: 1 Bottom Clip(in): Type: Vertical: Mavis Top Clip(in): Flow: Both Weir Disc Coef: Geometry: Rectangular Orifice Disc Coef: TABLE Span(in): Invert(ft): Rise(in): Control Elev(ft): ==== Percolation Links =================================================================== Name: Perc-Swale 1 From Node: Swale 1 Flow: None : To Node: GW-1 Count: 1 Surface Area Option: Use 1st Point in Stage/Area Table Vertical Flow Termination: Horizontal Flow Algorithm Aquifer Base Elev(ft): Perimeter 1(ft): Water Table Elev(ft): Perimeter 2(ft): Ann Recharge Rate(in/year): Perimeter 3(ft): Horiz Conductivity(ft/day): Distance 1 to 2(ft): Vert Conductivity(ft/day): Distance 2 to 3(ft): Effective Porosity(dec): Num Cells 1 to 2: 2 Suction Head(in): Num Cells 2 to 3: 1 Layer Thickness(ft): ==== Hydrology Simulations =============================================================== Name: 100Y008H Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\100Y008H.R32 Override Defaults: Storm Duration(hrs): 8.00 Rainfall File: FDOT-8 Rainfall Amount(in): 8.00 Time(hrs) Print Inc(min) Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 3 of 5

4 Name: 100Y024H Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\100Y024H.R32 Override Defaults: Storm Duration(hrs): Rainfall File: FDOT-24 Rainfall Amount(in): Name: 100Y072H Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\100Y072H.R32 Override Defaults: Storm Duration(hrs): Rainfall File: FDOT-72 Rainfall Amount(in): Name: FLMOD25 Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\FLMOD25.R32 Override Defaults: Storm Duration(hrs): Rainfall File: Flmod Rainfall Amount(in): ==== Routing Simulations ================================================================= Name: 100Y008H Hydrology Sim: 100Y008H Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\100Y008H.I32 Execute: Restart: No Patch: No Start Time(hrs): End Time(hrs): yr / 008 hr Name: 100Y024H Hydrology Sim: 100Y024H Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\100Y024H.I32 Execute: Restart: No Patch: No Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 4 of 5

5 Start Time(hrs): End Time(hrs): yr / 024 hr Name: 100Y072H Hydrology Sim: 100Y072H Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\100Y072H.I32 Execute: Restart: No Patch: No Start Time(hrs): End Time(hrs): yr / 072 hr Name: FLMOD25 Hydrology Sim: FLMOD25 Filename: X:\P\ \drainage\60Subm\Basin 1\ICPR\Post\FLMOD25.I32 Execute: Restart: No Patch: No Start Time(hrs): End Time(hrs): SWFWMD 25YR/24HR Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 5 of 5

6 Node Max Report Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs GW-1 100Y008H S-1A 100Y008H S-1B 100Y008H Swale 1 100Y008H TW-1 100Y008H GW-1 FLMOD S-1A FLMOD S-1B FLMOD Swale 1 FLMOD TW-1 FLMOD Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 1 of 1

7 Link Max Report Max Time Max Max Max Time Max Max Time Max Name Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft DS-1 FLMOD EX 30" FLMOD EX-104 FLMOD Interconnected Channel and Pond Routing Model (ICPR) 2002 Streamline Technologies, Inc. Page 1 of 1