Request

[RAOOF]

about ex-post eualuation the hydrologic effects of checkdams

to optimise dimantions of flood control measures

which hydrologic models(wms7.1,sms,basin, hecras or... that accessible for me)

capable for design channel network with

diffrent type(mansounary or gabion), height and distance between the constructed checkdams in this channelnetwork

and then simulate the flood for diffrent states for select the best output.


with respect

raoofmostafazadeh.sh@gmail.com