DIA FINAL Sept 22 2010 - PR.gov€¦ · Project: Proyecto_existente Simulation Run: 2yr-prop Start...

APENDICE 5 Análisis Hidrológico

Areas Area Total Area de Desarrollo Area Verde CN CN

(mt2) (mt

2) (mt

2) % Desarrollo % Verde PROP. EXIST.

A1 386,296.62 82,040.49 304,256.13 21 79 82 79

A2-A3 1,824,099.38 965,068.58 859,030.80 53 47 86 79

A4 401,052.94 221,421.39 179,631.55 55 45 86 79

Areas Flujo Cond. Existente Flujo Cond. Propusta Flujo Vol. de retencion Area de retención

de drenajes Qext. (cfs) Qprop. (cfs) Mitigado (cfs) requerida (acres * ft) requerida (acres)

A1 563 661 98 19 2.10

A2 y A3 1172 1400 228 73 8.11

A4 655 921 266 14 1.60

Areas Flujo Cond. Existente Flujo Cond. Propusta Flujo Vol. de retencion Area de retención

de drenajes Qext. (cfs) Qprop. (cfs) Mitigado (cfs) requerida (acres * ft) requerida (acres)

A1 832 964 132 21 2.30

A2 y A3 1739 2024 285 104 11.50

A4 968 1326 358 26 2.90

Charcas

de retención A1 (acres) A2 y A3 (acres) A4 (acres)

1 1.4 2.5 1.8

2 0.6 0.5 1.1

3 0.4 0.6

4 0.9

5 1.6

6 0.6

7 0.6

8 2.6

9 1.6

Total 2.3 11.5 2.9

* Area requerida para la retención es basado en una profundidad de 9 pies para las diferentes areas de drenaje.

AREAS DE DRENAJES

EVALUACION DE LA CONDICION EXISTENTE Y PROPUESTA

MITIGACION PARA UN EVENTO DE 25 AÑOS

MITIGACION PARA UN EVENTO DE 100 AÑOS

* Area requerida para la retención es basado en una profundidad de 9 pies para las diferentes areas de drenaje.

DISTRIBUCCION DE LAS CHARCAS DE RETENCION

RESULTADOS DE HEC-MS

Project: Proyecto_existente Simulation Run: 2yr-ext.

Start of Run: 10Mar2010, 00:00 Basin Model: Exist_condEnd of Run: 11Mar2010, 00:01 Meteorologic Model: 2yrCompute Time: 26Oct2010, 13:26:35 Control Specifications: Control 1

HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A1 0.15 162.4 10Mar2010, 12:28

outflow 0.15 162.4 10Mar2010, 12:28

Project: Proyecto_existente Simulation Run: 2yr-prop

Start of Run: 10Mar2010, 00:00 Basin Model: PROPEnd of Run: 11Mar2010, 00:01 Meteorologic Model: 2yrCompute Time: 27Aug2010, 10:01:43 Control Specifications: Control 1

HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A1_p 0.15 202.9 10Mar2010, 12:21

OUT 0.15 202.9 10Mar2010, 12:21

Project: Proyecto_existente Simulation Run: 25yr_ex

Start of Run: 10Mar2010, 00:00 Basin Model: Exist_condEnd of Run: 11Mar2010, 00:01 Meteorologic Model: 25Compute Time: 27Aug2010, 09:44:41 Control Specifications: Control 1

HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A1 0.15 563.2 10Mar2010, 12:27

outflow 0.15 563.2 10Mar2010, 12:27

Project: Proyecto_existente Simulation Run: 25yr_prop

Start of Run: 10Mar2010, 00:00 Basin Model: PROPEnd of Run: 11Mar2010, 00:01 Meteorologic Model: 25Compute Time: 27Aug2010, 10:02:01 Control Specifications: Control 1

HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A1_p 0.15 660.2 10Mar2010, 12:20

OUT 0.15 660.2 10Mar2010, 12:20

Project: Proyecto_existente Simulation Run: 100yrex

Start of Run: 10Mar2010, 00:00 Basin Model: Exist_condEnd of Run: 11Mar2010, 00:01 Meteorologic Model: 100yrCompute Time: 27Aug2010, 09:43:45 Control Specifications: Control 1

HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A1 0.15 831.9 10Mar2010, 12:27

outflow 0.15 831.9 10Mar2010, 12:27

Project: Proyecto_existente Simulation Run: prop_100yr


HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A1_p 0.15 964.2 10Mar2010, 12:20

OUT 0.15 964.2 10Mar2010, 12:20


Start of Run: 10Mar2010, 00:00 Basin Model: Exist_condEnd of Run: 11Mar2010, 00:01 Meteorologic Model: 2yrCompute Time: 26Oct2010, 13:34:09 Control Specifications: Control 1

HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A3 0.42 182.4 10Mar2010, 13:59

A2 0.29 178.3 10Mar2010, 13:11

outflow 0.71 332.4 10Mar2010, 13:29



HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A3_p 0.42 252.0 10Mar2010, 13:38

A2_p 0.29 227.5 10Mar2010, 13:05

OUT 0.71 457.4 10Mar2010, 13:18



HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A3 0.42 640.4 10Mar2010, 13:54

A2 0.29 623.2 10Mar2010, 13:08

outflow 0.71 1171.3 10Mar2010, 13:25

Project: Proyecto_existente Simulation Run: 25yr-prop.


HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A3_p 0.42 770.6 10Mar2010, 13:35

A2_p 0.29 692.8 10Mar2010, 13:03

OUT 0.71 1399.8 10Mar2010, 13:16

Project: Proyecto_existente Simulation Run: 100yr_ext


HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A3 0.42 950.3 10Mar2010, 13:53

A2 0.29 923.0 10Mar2010, 13:08

outflow 0.71 1738.8 10Mar2010, 13:24

Project: Proyecto_existente Simulation Run: prop_100yr


HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A3_p 0.42 1114.3 10Mar2010, 13:34

A2_p 0.29 1000.7 10Mar2010, 13:03

OUT 0.71 2024.1 10Mar2010, 13:16



HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A4 0.15 187.0 10Mar2010, 12:21

outflow 0.15 187.0 10Mar2010, 12:21



HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A4_p 0.15 305.0 10Mar2010, 12:10

OUT 0.15 305.0 10Mar2010, 12:10



HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A4 0.15 654.6 10Mar2010, 12:20

outflow 0.15 654.6 10Mar2010, 12:20

Project: Proyecto_existente Simulation Run: 25yr-prop.


HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A4_p 0.15 920.7 10Mar2010, 12:10

OUT 0.15 920.7 10Mar2010, 12:10



HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A4 0.15 967.8 10Mar2010, 12:19

outflow 0.15 967.8 10Mar2010, 12:19



HydrologicElement

Drainage Area(MI2)

Peak Discharge(CFS)

Time of Peak

A4_p 0.15 1326.4 10Mar2010, 12:10

OUT 0.15 1326.4 10Mar2010, 12:10

DIA FINAL Sept 22 2010 - PR.gov€¦ · Project: Proyecto_existente Simulation Run: 2yr-prop Start...

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