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Recent content by luklyz

Hydrocad and infiltration

Hi Sorry for slow respond. You are right with everything. Everything has to be for 2 year event 2.90"/hr. The site is 3.108 ac, grassy field with flow path 330 ft (from SE to NW) CN=39, slope 1.3%, TC= 2.4 min. On the edge of the property there is a ditch (is going a round the property S to E...
- luklyz
- Post #9
- Jan 14, 2015
- Forum: HydroCAD Stormwater Modeling
Hydrocad and infiltration

hi Sorry for confusion. I have 0 cfs in pre development and i need to infiltrate 60% of pre in post conditions.
- luklyz
- Post #6
- Jan 12, 2015
- Forum: HydroCAD Stormwater Modeling
Hydrocad and infiltration

i thought about infiltration depth but my runoff depth is 0.
- luklyz
- Post #3
- Jan 11, 2015
- Forum: HydroCAD Stormwater Modeling
Hydrocad and infiltration

hi This is great forum. I'm new to Hydrocad and i have a issue with a infiltration. I have a parcel 3.108 ac. in central Wisconsin. Wisconsin code stands that for high imperviousness sufficient runoff volume of the post- development infiltration volume shall be at least 60% of the...
- luklyz
- Thread
- Jan 10, 2015
- Replies: 12
- Forum: HydroCAD Stormwater Modeling

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