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1989-10-10_REVISION - M1988112 (7)
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1989-10-10_REVISION - M1988112 (7)
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Last modified
6/19/2021 7:37:23 AM
Creation date
11/21/2007 1:54:35 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
10/10/1989
Doc Name
APPENDIX H DIVERSION DITCH DESIGN CALCULATIONS
Type & Sequence
AM1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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STORM HYDROGRAPH FOR WATERShED WATERShED D <br />---------------------------------------- <br />~ • TOTAL AREA OF THE WATERShED 36.18 ha. <br />THE DEPTH OF WATER(ON WATERShED 16.77 mm. <br />VOLUME OF RUNOFF = 6.07 thousand cu.m. <br />PEAK RUNOFF RATE = 2.23 cu. m./sec. <br />TIME TO PEAK RUNOFF = 12.05 hours. <br />TIME INCREMENT OF NEW HYDROGRAPH = .10 hours. <br />NUMBER(OF RUNOFF VALUES = 125 <br />******* STORM HYDROGRAPH GENERATED FROM START OF RUNOFF ******* <br />.0 .3 .6 1.5 2.2 .8 .3 .3 .3 .3 <br />.3 .3 .3 .3 .3 .2 .2 .2 .2 .2 <br />.2 .2 .2 .2 .2 .1 .1 .1 .1 .1 <br />.1 .1 .1 .1 .1 .1 .1 .1 .1 .1 <br />.1 .1 .1 .1 .1 .1 .1 .1 .1 .1 <br />.1 .1 .1 .1 .1 .1 .1 .1 .1 .1 <br />.1 .1 .1 .1 .1 .1 .1 .1 .1 .1 <br />.1 .1 .1 .1 .1 .1 .1 .1 .1 .1 <br />.1 .1 .1 .1 .1 .1 .1 .1 .1 .1 <br />.1 .1 .1 .1 .1 .1 .1 .0 .0 .0 <br />.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 <br />.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 <br />.0 .0 .0 .0 .0 <br /> <br />C~ <br />J <br />
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