W. Freeman et J. Fox, ALAWAT - A SPATIALLY ALLOCATED WATERSHED MODEL FOR APPROXIMATING STREAM, SEDIMENT, AND POLLUTANT FLOWS IN HAWAII, USA, Environmental management, 19(4), 1995, pp. 567-577
The Ala Wai Canal Watershed Model (ALAWAT) is a planning-level watersh
ed model for approximating direct runoff, streamflow, sediment loads,
and loads for up to five pollutants. ALAWAT uses raster GIS data layer
s including land use, SCS soil hydrologic groups, annual rainfall, and
subwatershed delineations as direct model parameter inputs and can us
e daily total rainfall from up to ten rain gauges and streamflow from
up to ten stream gauges. ALAWAT uses a daily time step and can simulat
e flows for up to ten-year periods and for up to 50 subwatersheds. Pol
lutant loads are approximated using a user-defined combination of rati
ng curve relationships, mean event concentrations, and loading/washoff
parameters for specific subwatersheds, land uses, and times of year.
Using ALAWAT, annual average streamflow and baseflow relationships and
urban suspended sediment loads were approximated for the Ala Wai Cana
l watershed (about 10,400 acres) on the island of Oahu, Hawaii. Annual
average urban suspended sediments were approximated using two methods
: mean event concentrations and pollutant loading and washoff. Paramet
ers for the pollutant loading and washoff method were then modified to
simulate the effect of various street sweeping intervals on sediment
loads.