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Tour |
CSIRO intro | copyright | queries | user guide | publications | bug info | data
program code | feedback | search | tour | around the world | workshopsCRCCH
|
|
Tour |
CSIRO intro | copyright | queries | user guide | publications | bug info | data
program code | feedback | search | tour | around the world | workshopsCRCCH
Sources, Sinks and Redirections
Synthetic planar hilslopes
Normal Wetness index incorporating the effects of line sources and sinks and flow redirection.
The following simulations have been done on a hill slope network generated by Topog_Stripgen with a uniform slope of 25%. In each case soil transmissivity (T) is 1 m2/day and lateral drainage flux (q) is 12 mm/day.
Simulation 1 is the control scenario. Simulation 2 shows the effect of a line source (black line) with a value of 1 m3/day. Simulation 3 shows the effect of a line sink (black line) with a trap efficiency of 100%. Simulation 4 shows the effect of flow redirection caused by a structure (such as a bank).
OTHER STEADY STATE BALANCE OUTPUTS
normal wetness index | radiation-weighted wetness index | uniform stream power index
variable stream power index | erosion hazard index | landslide hazard index
shear stress index | sources & sinks
TOPOG TOUR
last modified onThursday, 29 July 1999
