mzaprzalka
Civil/Environmental
- May 15, 2009
- 4
Hi,
Anyone have any hints for running a BASFLO command in TR20 (procedure 1)? I'm modeling a basic detention pond with a hydrograph entered as a runoff (using Area, CN and Tc). All i'm looking to do is add 5 cfs into the pond as a constant flow. According to the manual, i need a COMPUT command after the BASFLO command and a constant rate of baseflow can be added to hydrographs only in a reach routing.
Following are my commands without using BASFLO (not sure if it will come up looking ok or all jumbled). The question is where does it get entered and how? I think i tried everything and hand are almost up in the air (but i can't give up). TIA!
3 STRUCT 01 POND 1
8 768.50 0.000 0.000
8 769.00 0.639 0.013
8 770.00 0.964 0.053
8 771.00 1.204 0.116
9 ENDTBL
6 RUNOFF 1 050 1 .00214 96.00 0.39 1
6 RESVOR 2 01 1 2 768.50 1 1
ENDATA
7 INCREM 6 0.10
7 COMPUT 7 050 01 7.58 24.0 3 2 1 99 100YR
ENDCMP 1
ENDJOB 2
Anyone have any hints for running a BASFLO command in TR20 (procedure 1)? I'm modeling a basic detention pond with a hydrograph entered as a runoff (using Area, CN and Tc). All i'm looking to do is add 5 cfs into the pond as a constant flow. According to the manual, i need a COMPUT command after the BASFLO command and a constant rate of baseflow can be added to hydrographs only in a reach routing.
Following are my commands without using BASFLO (not sure if it will come up looking ok or all jumbled). The question is where does it get entered and how? I think i tried everything and hand are almost up in the air (but i can't give up). TIA!
3 STRUCT 01 POND 1
8 768.50 0.000 0.000
8 769.00 0.639 0.013
8 770.00 0.964 0.053
8 771.00 1.204 0.116
9 ENDTBL
6 RUNOFF 1 050 1 .00214 96.00 0.39 1
6 RESVOR 2 01 1 2 768.50 1 1
ENDATA
7 INCREM 6 0.10
7 COMPUT 7 050 01 7.58 24.0 3 2 1 99 100YR
ENDCMP 1
ENDJOB 2