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1988-04-18_PERMIT FILE - C1981008A
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1988-04-18_PERMIT FILE - C1981008A
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Last modified
1/5/2021 12:47:50 PM
Creation date
4/19/2012 8:08:09 AM
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Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
PERMIT FILE
Doc Date
4/18/1988
Doc Name
Design Report Sedimentation Structure
Section_Exhibit Name
Tab 13 Attachment B
Media Type
D
Archive
Yes
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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JUNCTION 2, BRANCH 1, STRUCTURE 1 <br /> BETA IS NEGATIVE WHICH INHERENTLY INDICATES THAT THE <br /> STREAM SYSTEM TRANSPORT CAPACITY EXCLEDS THE SEDIMENT <br /> LOAD, AS EVALUATED BY WILLIAMS' TECHNIQUE. SED114OT 11 <br /> DOES NOT CONSIDER ERODIBLE CHANNELS SO BETA IS SET <br /> EQUAL TO .01. IF THE USER WISHES TO EVALUATE THE TRANS- <br /> PORT CAPACITY OF THE STREAM DIRECTLY HE/SHE SHOULD USE <br /> SUBROUTINE SLOSS. <br /> iF iF N iF iF i1i1iF iF iF 111111 i1iF iF iF iF i1i1 i1i1 iF 11 iF iF1F iF iF iF iF iF iF i1 iFi11F i111iF iF iF 1F i1iF iF iF 11 iF 11 iF iF iF iF i1iF iF 1F 11iF iF iF 111E iF iFiF iF 111E vF iF iF i1iF <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br /> WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br /> SHED ACRES NUMBER HR HR K-HRS X HYDRO <br /> ------------------------------------------------------------------------ <br /> 1 124.00 71.00 0.410 0.000 0.000 0.00 2.0 <br /> *** SEDIMENT INPUT VALUES FOR SUBWATERSHEDS *** <br /> WATER SEG SOIL LENGTH SLOPE CP PART SURF <br /> SHED NUM K FEET PCT VALUE OPT COND <br /> ---------------------------------------------------------------------------- <br /> 1 1 0.22 450.0 7.78 1.000 1.0 0.0 <br /> * * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br /> WATERSHED PEAK FLOW RUNOFF SEDIMENT DIAM DELIVERY DELIVERY <br /> (CFS) ( INCHES) TONS (MM) RATIO 1 RATIO 2 <br /> ---------------------------------------------------------------------- <br /> 1 3.99 0.13 106.24 0.002 0.482 1.000 <br /> NOTE: SEDIMENT DOES NOT INCLUDE POSSIBLE DEPOSITION BY DELIVERY RATIO 2 <br /> ***** SUMMARY TABLE FOR TOTAL WATERSHED ***** <br /> --------------------------------------------- <br /> RUNOFF VOLUME = 1.3018 ACRE-FT <br /> PEAK DISCHARGE = 3.9902 CFS <br /> AREA = 124.0000 ACRES <br /> TIME OF PEAK DISCHARGE = 12.30 HRS <br /> BETA = 0.0100 <br /> RAINFALL EROSITIVITY FACTOR = 13.39 El UNIT <br /> PEAK CONCENTRATION = 91012.00 MG/L <br /> PEAK SETTLEABLE CONCENTRATION = 18.82 ML/L <br /> PEAK SETTLEABLE CONCENTRATION = 26159.20 MG/L <br /> TOTAL SEDIMENT YIELD = 106.2444 TONS <br /> REPRESENTATIVE PARTICLE SIZE = 0.0032 MM <br /> TIME OF PEAK CONCENTRATION = 12.30 HRS <br /> PERIOD OF SIGNIFICANT CONCENTRATION = 13.80 HRS <br /> VOLUME WEIGHTED AVERAGE SETTLEABLE <br /> CONCENTRATION DURING PERIOD OF <br />
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