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<br />1. Supply background information consisting of: <br /> <br />a. <br /> <br />The characteristics and limitations of his model, including <br />background documentation. <br /> <br />b. <br /> <br />A copy of the program or a functional block diagram for each <br />computer-based flow-routing and sediment-routing model. <br /> <br />2. Run his computer model(s) using given input data for given test-river <br />reaches in two phases: <br /> <br />Phase I: <br />Phase II: <br /> <br />Rigid-bed model calculation <br />Erodible-bed model calculation <br /> <br />Provide rationale for selecting the various parameters utilized in <br />his model(s) and final computational outputs tabulated in the format <br />requested by the Committee. <br /> <br />3. Upon request, perform addi ti ona 1 computation and cl arify any <br />Committee member's questions on the test results. <br /> <br />The four modelers selected for this purpose were: <br /> <br />1. Dr. Ranjan Ariathurai <br />Resource Management Associates <br />3738 Mt. Diablo Boulevard, Suite 200 <br />Lafayette, California 94549 <br /> <br />2. Dr. Howard H. Chang <br />Department of Civil Engineering <br />San Diego State University <br />San Diego, California 92182 <br /> <br />3. U.S. Army Corps of Engineers <br />Hydrologic Engineering Center <br />609 2nd Street <br />Davis, California 95616 <br /> <br />4. Simons, Li & Associates, Inc. <br />3555 Stanford Road <br />Post Office Box 1816 <br />Fort Collins, Colorado 80552 <br /> <br />ix <br />