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r <br /> 10-11 R1 HELP Model <br /> LAYER 2 <br /> TYPE 3-BARRIER SOIL LINER <br /> MATERIAL TEXTURE NUMBER 0 <br /> THICKNESS _ 12.00 INCHES <br /> POROSITY 0.4270 VOLIVOL <br /> FIELD CAPACITY = 0.4180 VOL/VOL <br /> WILTING POINT = 0.3670 VOL/VOL <br /> INITIAL SOIL WATER CONTENT = 0.4270 VOL/VOL <br /> EFFECTIVE SAT. HYD. COND. = 0.999999997000E-06 CM/SEC <br /> LAYER 3 <br /> TYPE 1 -VERTICAL PERCOLATION LAYER <br /> MATERIAL TEXTURE NUMBER 7 <br /> THICKNESS = 24.00 INCHES <br /> POROSITY = 0.4730 VOL/VOL <br /> FIELD CAPACITY = 0.2220 VOL/VOL <br /> WILTING POINT = 0.1040 VOL/VOL <br /> INITIAL SOIL WATER CONTENT = 0.2658 VOL/VOL <br /> EFFECTIVE SAT. HYD. COND. = 0.520000001000E-03 CM/SEC <br /> GENERAL DESIGN AND EVAPORATIVE ZONE DATA <br /> ---------------------------------------- <br /> NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT <br /> SOIL DATA BASE USING SOIL TEXTURE#7 WITH A <br /> POOR STAND OF GRASS, A SURFACE SLOPE OF 3.% <br /> AND A SLOPE LENGTH OF 66. FEET. <br /> SCS RUNOFF CURVE NUMBER = 84.40 <br /> FRACTION OF AREA ALLOWING RUNOFF = 100.0 PERCENT <br /> AREA PROJECTED ON HORIZONTAL PLANE = 0.057 ACRES <br /> EVAPORATIVE ZONE DEPTH = 12.0 INCHES <br /> INITIAL WATER IN EVAPORATIVE ZONE = 5.310 INCHES <br /> UPPER LIMIT OF EVAPORATIVE STORAGE = 5.676 INCHES <br /> LOWER LIMIT OF EVAPORATIVE STORAGE = 1.248 INCHES <br /> INITIAL SNOW WATER = 0.000 INCHES <br /> INITIAL WATER IN LAYER MATERIALS = 16.814 INCHES <br /> TOTAL INITIAL WATER = 16.814 INCHES <br /> TOTAL SUBSURFACE INFLOW = 0.00 INCHES/YEAR <br /> Page 2 <br />