Modelisacion de lixiviados en rellenos sanitarios

SIM17 SOL EPAISSEUR 1.00M PENTE DE 2%.OUT ****************************************************** ************************ ****************************************************** ************************ ** ** ** ** ** 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: SOLAR RADIATION DATA FILE:

C:\HELP\DATA4.D4 C:\HELP\DATA7.D7 C:\HELP\DATA13.D13

EVAPOTRANSPIRATION DATA:C:\HELP\DATA11.D11 Page 1

SIM17 SOL EPAISSEUR 1.00M PENTE DE 2%.OUT SOIL AND DESIGN DATA FILE: OUTPUT DATA FILE: C:\HELP\DATA10.D10 C:\HELP\SIM17.OUT

TIME:

19:36

DATE:

2/15/2011

****************************************************** ************************ TITLE: ACZARI_SIM01

****************************************************** ************************

NOTE: INITIAL MOISTURE CONTENTOF THE LAYERS AND SNOW WATER WERE SPECIFIED BY THE USER.

LAYER 1 -------TYPE 1 - VERTICAL PERCOLATION LAYER THICKNESS CM POROSITY Page 2 = 0.3650 MATERIAL TEXTURE NUMBER 0 = 100.00

SIM17 SOL EPAISSEUR 1.00M PENTE DE 2%.OUT VOL/VOL FIELD CAPACITY = 0.3050 VOL/VOL WILTING POINT = 0.2020 VOL/VOL INITIAL SOIL WATER CONTENT = 0.2020 VOL/VOL EFFECTIVE SAT. HYD. COND. = 0.999999975000E-05 CM/SECLAYER 2 -------TYPE 1 - VERTICAL PERCOLATION LAYER THICKNESS CM POROSITY VOL/VOL FIELD CAPACITY VOL/VOL WILTING POINT VOL/VOL INITIAL SOIL WATER CONTENT VOL/VOL EFFECTIVE SAT. HYD. COND. 0.100000005000E-02 CM/SEC = = 0.2920 = 0.0770 = 0.2920 = 0.6710 MATERIAL TEXTURE NUMBER 18 = 2000.00

LAYER 3 -------TYPE 2 - LATERAL DRAINAGE LAYER MATERIAL TEXTURE NUMBER Page 3 1

SIM17 SOL EPAISSEUR1.00M PENTE DE 2%.OUT THICKNESS = 50.00 CM POROSITY VOL/VOL FIELD CAPACITY VOL/VOL WILTING POINT VOL/VOL INITIAL SOIL WATER CONTENT VOL/VOL EFFECTIVE SAT. HYD. COND. 0.999999978000E-02 CM/SEC SLOPE PERCENT DRAINAGE LENGTH METERS = = = 2.10 50.0 = 0.0180 = 0.0180 = 0.0450 = 0.4170

LAYER 4 -------TYPE 4 - FLEXIBLE MEMBRANE LINER THICKNESS CM POROSITY VOL/VOL FIELD CAPACITY VOL/VOL WILTING POINTVOL/VOL INITIAL SOIL WATER CONTENT VOL/VOL EFFECTIVE SAT. HYD. COND. 0.199999996000E-12 CM/SEC FML PINHOLE DENSITY HOLES/HECTARE FML INSTALLATION DEFECTS Page 4 = = = 1.00 10.00 = 0.0000 = 0.0000 = 0.0000 = 0.0000 MATERIAL TEXTURE NUMBER 35 = 0.15

SIM17 SOL EPAISSEUR 1.00M PENTE DE 2%.OUT HOLES/HECTARE FML PLACEMENT QUALITY = 3 - GOOD

LAYER 5 -------TYPE 3 - BARRIER SOIL LINER MATERIAL TEXTURENUMBER 0 = 5000.00 = = = = = 0.3650 0.3050 0.2020 0.3650

THICKNESS CM POROSITY VOL/VOL FIELD CAPACITY VOL/VOL WILTING POINT VOL/VOL

INITIAL SOIL WATER CONTENT VOL/VOL EFFECTIVE SAT. HYD. COND. 0.999999975000E-05 CM/SEC

GENERAL DESIGN AND EVAPORATIVE ZONE DATA ---------------------------------------NOTE: FROM DEFAULT #24 WITH A POOR STAND OF GRASS, A SURFACE SLOPE OF 2.% AND A SLOPELENGTH OF Page 5 100. METERS. SCS RUNOFF CURVE NUMBER WAS COMPUTED SOIL DATA BASE USING SOIL TEXTURE

SIM17 SOL EPAISSEUR 1.00M PENTE DE 2%.OUT SCS RUNOFF CURVE NUMBER 93.50 FRACTION OF AREA ALLOWING RUNOFF PERCENT AREA PROJECTED ON HORIZONTAL PLANE 1.0000 HECTARES EVAPORATIVE ZONE DEPTH 100.0 CM INITIAL WATER IN EVAPORATIVE ZONE 20.200 CM UPPER LIMIT OF EVAPORATIVE STORAGE 36.500 CM LOWER LIMIT OFEVAPORATIVE STORAGE 20.200 CM INITIAL SNOW WATER 0.000 CM INITIAL WATER IN LAYER MATERIALS 2430.100 CM TOTAL INITIAL WATER 2430.100 CM TOTAL SUBSURFACE INFLOW 0.00 MM/YR 100.0 = = = = = = = = = = =

EVAPOTRANSPIRATION AND WEATHER DATA ----------------------------------NOTE: FROM SAN JOSE STATION LATITUDE 9.98 DEGREES MAXIMUM LEAF AREA INDEX 1.00 Page 6 = COSTA RICA = EVAPOTRANSPIRATION DATA...