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*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />PEAK DAILY VALUES FOR YEARS 1974 THROUGH 1978 <br />(INCHES) (CU. FT.) <br />PRECIPITATION 1.79 25990.799 <br />RUNOFF 0.435 6319.1436 <br />DRAINAGE COLLECTED FROM LAYER 2 0.23189 3367.05908 <br />PERCOLATION /LEAKAGE THROUGH LAYER 3 0.095331 1384.20007 <br />AVERAGE HEAD ON TOP OF LAYER 3 1.617 <br />MAXIMUM HEAD ON TOP OF LAYER 3 2.972 <br />LOCATION OF MAXIMUM HEAD IN LAYER 2 <br />(DISTANCE FROM DRAIN) 25.7 FEET <br />DRAINAGE COLLECTED FROM LAYER 4 0.09282 1347.70032 <br />PERCOLATION /LEAKAGE THROUGH LAYER 5 0.002514 36.49966 <br />AVERAGE HEAD ON TOP OF LAYER 5 0.014 <br />MAXIMUM HEAD ON TOP OF LAYER 5 0.010 <br />LOCATION OF MAXIMUM HEAD IN LAYER 4 <br />(DISTANCE FROM DRAIN) 60.8 FEET <br />SNOW WATER 1.19 17329.2383 <br />MAXIMUM VEG. SOIL WATER (VOL /VOL) 0.4640 <br />MINIMUM VEG. SOIL WATER (VOL /VOL) 0.1870 <br />* ** Maximum heads are computed using McEnroe's equations. <br />Reference: Maximum Saturated Depth over Landfill Liner <br />by Bruce M. McEnroe, University of Kansas <br />ASCE Journal of Environmental Engineering <br />Vol. 119, No. 2, March 1993, pp. 262 -270. <br />* ** <br />*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** <br />