|
- --START OF SUB -FILE ------
<br />- 24 hour)
<br />1:
<br />REM SCS Type lA Distribution (100 year
<br />0.004 0.004 0.004
<br />0.004 0.004 +
<br />2:
<br />HYE 10.0.0040
<br />0.004
<br />0.004 0.004 0.004
<br />0.005 0.005 0.005 0.005 0.005 0.005
<br />0.006 0.006 0.006 +
<br />3:
<br />0.006
<br />0.o�, 0.006 0.007 0.007 0.007 0.007
<br />0.007 00.07 0.0082 +
<br />4;
<br />0.0082
<br />0.0082 0.0082 0.0082 0.0082 0.0095
<br />0.0095 0.0095 +
<br />5:
<br />0.0095
<br />0.0095 0.0095 0.0133 0.0133 0.0133
<br />0.019 0.018 0.034 +
<br />6:
<br />0.054
<br />0.027 0.018 0.0133 0.0133 0.0133 0.0088 0.0088 0.0088 +
<br />7:
<br />0.0088
<br />0.0088 0.0088 0.0068 0.0080 0.0088
<br />0.0080 0.0088 +
<br />8:
<br />0.008P
<br />0.072 0.0072 0.0072 0.0072 0.0072
<br />0.0072 0.0072 +
<br />9:
<br />0.0072
<br />0.0072 0.0072 0.0072 0.0072 0.0057
<br />0.0057 0.0057 +
<br />10:
<br />0.0057
<br />0.0057 0.0057 0.0057 0.0057 0.0057
<br />0.0057 0.0057 +
<br />11:
<br />0.0057
<br />0.005 0.005 0.005 0.005 0.005 U.005 0.005 0.005 +
<br />12.
<br />0.005
<br />0.005 0.005 0.005 0.004 0.004 0.004
<br />0.004 0.004 +
<br />13:
<br />0.004
<br />0.004 0.004 0,004 0.004 0.004 0.00.4
<br />0.004 0.004 +
<br />14:
<br />0.004
<br />0.004 0.004 o.004 0.004 0.004 0.004
<br />0.004 0.004 +
<br />15:
<br />16:
<br />0.004
<br />0.004 0.004 0.004 0.004 0.004 0.004
<br />0.004 0.004 +
<br />17:
<br />0.004
<br />0.004 0.004 0.004 0.004 0.004 0.004
<br />0.004 0.004 +
<br />18:
<br />0.004
<br />0.004 0.0006
<br />Total in original hyetograph :
<br />.17 Inches
<br />0.17
<br />Total volume
<br />rain in production hyetograph :
<br />Inches
<br />1.55 Inches/Hr
<br />Maximum intensity
<br />19:
<br />6:
<br />7:
<br />8:
<br />9:
<br />10:
<br />11:
<br />12:
<br />13:
<br />14:
<br />15:
<br />16:
<br />17:
<br />18:
<br />19:
<br />2C:
<br />21:
<br />22:
<br />23:
<br />24:
<br />25:
<br />26:
<br />RET
<br />END OF SUB -FILE ------
<br />REM HYETOGRAPH VALUES FROM THE D.O.E., 10 MINUTE INTERVALS
<br />REM SCS SOIL CLASSIFICATION ALDERWOOD 6 (C)
<br />PDA 0.013, 4, 1.5, 1, 2, 0.004
<br />a aaaaaaa«aaaaaaaaaaa `�•�/�� � �,��
<br />EXISTING CONDITIONS
<br />♦aaaaaaaaalaa.aaaaaa /� V •1 G1 � ,�1C
<br />NEW TOTAL SITE (`
<br />scs 1.20, .041, 98, 81, �1,flr�-7�b�(Basin E-1) (,
<br />SCS 1.01, .026, 98, 81, 4o.�:(Basin E-2)
<br />Note: Time of concentration for basins E-1 s E-2 were calculated using the
<br />Standard method described in the D.O.E. Stormwater Manual.
<br />PIP 1, 1Do, 100, 98, 97.96, 12 (Link N1, Existing flow from site)
<br />NOTE: No flow to inlet.
<br />HOL EXISTING
<br />♦aaaaaaaaaaaaa«aa♦«a
<br />DEVELOPED CONDITIONS
<br />aaaa«aaaaaaaa«aaaa«a
<br />NEW A
<br />SCS 0.600, 1, 98, 90, 20, 0.042, 190 (Basin A)
<br />27: PIP 104,
<br />NOTE:
<br />28: HOL A
<br />Computed concentration time :
<br />498.57, 501.05, 496.07, 495.55, -12 (Link
<br />No flow to inlet.
<br />0.77 Minutes
<br />#2)
<br />29:
<br />30: NEW -
<br />31: scs 0.136, 1, 98, 90, 20, 0.047, 140 (Basin B) 0 54 Minutes
<br />Computed concentration time
<br />32: PIP 43, 501.81, 501.05, 499.31, 495.55, -12 (Link 03)
<br />14
<br />
|