Hydrologic Evaluation of Landfill Performance (HELP) model: Para la DRAFT. Expansión Lateral Del Sistema de Rellenos Sanitarios Municipal de Juncos

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1 Hydrologic Evaluation of Landfill Performance (HELP) model: Para la Expansión Lateral Del Sistema de Rellenos Sanitarios Municipal de Juncos Preparado para: Srta. Glenda Viera Por: Ing. Miguel Antonio García Campos, PE Designer and Consultant 14 de julio de 2008 Phone: Fax:

2 ****************************************************************************** ****************************************************************************** ** ** ** ** ** HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE ** ** HELP MODEL VERSION 3.07 (1 November 1997) ** ** DEVELOPED BY ENVIRONMENTAL LABORATORY ** ** USAE WATERWAYS EXPERIMENT STATION ** ** FOR USEPA RISK REDUCTION ENGINEERING LABORATORY ** ** ** ** ** ****************************************************************************** ****************************************************************************** PRECIPITATION DATA FILE: TEMPERATURE DATA FILE: C:\WHI\VHELP22\data\P286.VHP\_weather1.dat C:\WHI\VHELP22\data\P286.VHP\_weather2.dat SOLAR RADIATION DATA FILE: C:\WHI\VHELP22\data\P286.VHP\_weather3.dat EVAPOTRANSPIRATION DATA: C:\WHI\VHELP22\data\P286.VHP\_weather4.dat SOIL AND DESIGN DATA FILE: C:\WHI\VHELP22\data\P286.VHP\I_ inp OUTPUT DATA FILE: TIME: 11:07 DATE: 7/14/2008 C:\WHI\VHELP22\data\P286.VHP\O_ prt ****************************************************************************** TITLE: Designed Cell For Lateral Expansion SRSM Juncos ****************************************************************************** NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE COMPUTED AS NEARLY STEADY-STATE VALUES BY THE PROGRAM. Page 1

3 LAYER TYPE 1 - VERTICAL PERCOLATION LAYER MATERIAL TEXTURE NUMBER 9 THICKNESS = CM POROSITY = VOL/VOL FIELD CAPACITY = VOL/VOL WILTING POINT = VOL/VOL INITIAL SOIL WATER CONTENT = VOL/VOL EFFECTIVE SAT. HYD. COND. = E-03 CM/SEC NOTE: SATURATED HYDRAULIC CONDUCTIVITY IS MULTIPLIED BY 5.00 FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE. LAYER TYPE 1 - VERTICAL PERCOLATION LAYER MATERIAL TEXTURE NUMBER 18 THICKNESS = CM POROSITY = VOL/VOL FIELD CAPACITY = VOL/VOL WILTING POINT = VOL/VOL INITIAL SOIL WATER CONTENT = VOL/VOL EFFECTIVE SAT. HYD. COND. = E-02 CM/SEC NOTE: PERCENT OF THE DRAINAGE COLLECTED FROM LAYER # 4 IS RECIRCULATED INTO THIS LAYER. LAYER TYPE 2 - LATERAL DRAINAGE LAYER MATERIAL TEXTURE NUMBER 1 THICKNESS = CM POROSITY = VOL/VOL FIELD CAPACITY = VOL/VOL WILTING POINT = VOL/VOL INITIAL SOIL WATER CONTENT = VOL/VOL EFFECTIVE SAT. HYD. COND. = E-01 CM/SEC LAYER TYPE 2 - LATERAL DRAINAGE LAYER MATERIAL TEXTURE NUMBER 34 THICKNESS = 0.60 CM POROSITY = VOL/VOL FIELD CAPACITY = VOL/VOL WILTING POINT = VOL/VOL INITIAL SOIL WATER CONTENT = VOL/VOL EFFECTIVE SAT. HYD. COND. = CM/SEC SLOPE = 2.00 PERCENT DRAINAGE LENGTH = 45.7 METERS NOTE: PERCENT OF THE DRAINAGE COLLECTED FROM THIS Page 2

4 LAYER IS RECIRCULATED INTO LAYER # 2. LAYER TYPE 4 - FLEXIBLE MEMBRANE LINER MATERIAL TEXTURE NUMBER 35 THICKNESS = 0.10 CM POROSITY = VOL/VOL FIELD CAPACITY = VOL/VOL WILTING POINT = VOL/VOL INITIAL SOIL WATER CONTENT = VOL/VOL EFFECTIVE SAT. HYD. COND. = E-12 CM/SEC FML PINHOLE DENSITY = 2.00 HOLES/HECTARE FML INSTALLATION DEFECTS = 2.00 HOLES/HECTARE FML PLACEMENT QUALITY = 4 - POOR LAYER TYPE 3 - BARRIER SOIL LINER MATERIAL TEXTURE NUMBER 15 THICKNESS = CM POROSITY = VOL/VOL FIELD CAPACITY = VOL/VOL WILTING POINT = VOL/VOL INITIAL SOIL WATER CONTENT = VOL/VOL EFFECTIVE SAT. HYD. COND. = E-06 CM/SEC GENERAL DESIGN AND EVAPORATIVE ZONE DATA NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT SOIL DATA BASE USING SOIL TEXTURE # 9 WITH BARE GROUND CONDITIONS, A SURFACE SLOPE OF 0.% AND A SLOPE LENGTH OF 0. METERS. SCS RUNOFF CURVE NUMBER = 0.00 FRACTION OF AREA ALLOWING RUNOFF = 25.0 PERCENT AREA PROJECTED ON HORIZONTAL PLANE = HECTARES EVAPORATIVE ZONE DEPTH = 25.4 CM INITIAL WATER IN EVAPORATIVE ZONE = CM UPPER LIMIT OF EVAPORATIVE STORAGE = CM LOWER LIMIT OF EVAPORATIVE STORAGE = CM INITIAL SNOW WATER = CM INITIAL WATER IN LAYER MATERIALS = CM TOTAL INITIAL WATER = CM TOTAL SUBSURFACE INFLOW = 0.00 MM/YR EVAPOTRANSPIRATION AND WEATHER DATA Page 3

5 NOTE: EVAPOTRANSPIRATION DATA WAS OBTAINED FROM SAN JUAN/ISLA VE PUER STATION LATITUDE = DEGREES MAXIMUM LEAF AREA INDEX = 5.00 START OF GROWING SEASON (JULIAN DATE) = 85 END OF GROWING SEASON (JULIAN DATE) = 57 EVAPORATIVE ZONE DEPTH = 10.0 INCHES AVERAGE ANNUAL WIND SPEED = MPH AVERAGE 1ST QUARTER RELATIVE HUMIDITY = % AVERAGE 2ND QUARTER RELATIVE HUMIDITY = % AVERAGE 3RD QUARTER RELATIVE HUMIDITY = % AVERAGE 4TH QUARTER RELATIVE HUMIDITY = % NOTE: PRECIPITATION DATA WAS SYNTHETICALLY GENERATED USING COEFFICIENTS FOR SAN JUAN/ISLA VE PUER NORMAL MEAN MONTHLY PRECIPITATION (INCHES) JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC NOTE: TEMPERATURE DATA WAS SYNTHETICALLY GENERATED USING COEFFICIENTS FOR SAN JUAN/ISLA VE PUER NORMAL MEAN MONTHLY TEMPERATURE (DEGREES FAHRENHEIT) JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC NOTE: SOLAR RADIATION DATA WAS SYNTHETICALLY GENERATED USING COEFFICIENTS FOR SAN JUAN/ISLA VE PUER AND STATION LATITUDE = DEGREES HEAD #1: AVERAGE HEAD ON TOP OF LAYER 5 DRAIN #1: LATERAL DRAINAGE FROM LAYER 4 (RECIRCULATION AND COLLECTION) LEAK #1: PERCOLATION OR LEAKAGE THROUGH LAYER 6 ********************************************************************** DAILY OUTPUT FOR YEAR S DAY A O RAIN RUNOFF ET E. ZONE HEAD DRAIN LEAK I I WATER #1 #1 #1 Page 4

6 R L IN. IN. IN. IN./IN. IN. IN. IN E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-07 Page 5

7 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-07 Page 6

8 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-07 Page 7

9 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-07 Page 8

10 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-07 Page 9

11 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-07 ********************************************************************** MONTHLY TOTALS (IN INCHES) FOR YEAR 1 Page 10

12 JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC PRECIPITATION RUNOFF EVAPOTRANSPIRATION LATERAL DRAINAGE RECIRCULATED INTO LAYER LATERAL DRAINAGE COLLECTED FROM LAYER LATERAL DRAINAGE RECIRCULATED FROM LAYER PERCOLATION/LEAKAGE THROUGH LAYER MONTHLY SUMMARIES FOR DAILY HEADS (INCHES) AVERAGE DAILY HEAD ON TOP OF LAYER STD. DEVIATION OF DAILY HEAD ON TOP OF LAYER ANNUAL TOTALS FOR YEAR 1 INCHES CU. FEET PERCENT PRECIPITATION RUNOFF EVAPOTRANSPIRATION RECIRCULATION INTO LAYER DRAINAGE COLLECTED FROM LAYER RECIRCULATION FROM LAYER PERC./LEAKAGE THROUGH LAYER AVG. HEAD ON TOP OF LAYER CHANGE IN WATER STORAGE Page 11

13 SOIL WATER AT START OF YEAR SOIL WATER AT END OF YEAR SNOW WATER AT START OF YEAR SNOW WATER AT END OF YEAR ANNUAL WATER BUDGET BALANCE HEAD #1: AVERAGE HEAD ON TOP OF LAYER 5 DRAIN #1: LATERAL DRAINAGE FROM LAYER 4 (RECIRCULATION AND COLLECTION) LEAK #1: PERCOLATION OR LEAKAGE THROUGH LAYER 6 ********************************************************************** DAILY OUTPUT FOR YEAR S DAY A O RAIN RUNOFF ET E. ZONE HEAD DRAIN LEAK I I WATER #1 #1 #1 R L IN. IN. IN. IN./IN. IN. IN. IN E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-07 Page 12

14 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-06 Page 13

15 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-06 Page 14

16 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-06 Page 15

17 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-06 Page 16

18 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-06 Page 17

19 E E E E E E E E E E E E E E E E E E E E-06 ********************************************************************** MONTHLY TOTALS (IN INCHES) FOR YEAR 2 JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC PRECIPITATION RUNOFF EVAPOTRANSPIRATION LATERAL DRAINAGE RECIRCULATED INTO LAYER LATERAL DRAINAGE COLLECTED FROM LAYER LATERAL DRAINAGE RECIRCULATED FROM LAYER PERCOLATION/LEAKAGE THROUGH LAYER MONTHLY SUMMARIES FOR DAILY HEADS (INCHES) AVERAGE DAILY HEAD ON TOP OF LAYER Page 18

20 STD. DEVIATION OF DAILY HEAD ON TOP OF LAYER ANNUAL TOTALS FOR YEAR 2 INCHES CU. FEET PERCENT PRECIPITATION RUNOFF EVAPOTRANSPIRATION RECIRCULATION INTO LAYER DRAINAGE COLLECTED FROM LAYER RECIRCULATION FROM LAYER PERC./LEAKAGE THROUGH LAYER AVG. HEAD ON TOP OF LAYER CHANGE IN WATER STORAGE SOIL WATER AT START OF YEAR SOIL WATER AT END OF YEAR SNOW WATER AT START OF YEAR SNOW WATER AT END OF YEAR ANNUAL WATER BUDGET BALANCE HEAD #1: AVERAGE HEAD ON TOP OF LAYER 5 DRAIN #1: LATERAL DRAINAGE FROM LAYER 4 (RECIRCULATION AND COLLECTION) LEAK #1: PERCOLATION OR LEAKAGE THROUGH LAYER 6 ********************************************************************** DAILY OUTPUT FOR YEAR S DAY A O RAIN RUNOFF ET E. ZONE HEAD DRAIN LEAK I I WATER #1 #1 #1 R L IN. IN. IN. IN./IN. IN. IN. IN Page 19

21 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E-06 Page 20

12 SWAT USER S MANUAL, VERSION 98.1

12 SWAT USER S MANUAL, VERSION 98.1 CANOPY STORAGE. Canopy storage is the water intercepted by vegetative surfaces (the canopy) where it is held and made available for evaporation. When using the curve