Use of models for water resources management, planning, and policy

The U.S. Office of Technology Assessment (OTA) recently sent a report brief to this office that I would like to share with our readers. It presents yet another instance in which the importance of computer modeling is being recognized. Because the brief is only part of a full report, * / have chosen to reproduce it in its entirety rather than to "excerpt the excerpt."

[1]  J. Tatinclaux Equilibrium Thickness of Ice Jams , 1977 .

[2]  J. D. Helvey Interception by eastern white pine , 1967 .

[3]  F. R. Hall Base‐Flow Recessions—A Review , 1968 .

[4]  B. Jones,et al.  WATEQF-A fortran IV version of WATEQ, A computer program for calculating chemical equilibrium of natural waters , 1976 .

[5]  J. Hewlett,et al.  PREDICTING STORMFLOW AND PEAKFLOW FROM SMALL BASINS IN HUMID AREAS BY THE R-INDEX METHOD , 1977 .

[6]  Leonard F. Konikow,et al.  Modeling chloride movement in the alluvial aquifer at the Rocky Mountain Arsenal, Colorado , 1977 .

[7]  George F. Pinder,et al.  Finite difference model for aquifer simulation in two dimensions with results of numerical experiments , 1976 .

[8]  Eric A. Anderson,et al.  National Weather Service river forecast system: snow accumulation and ablation model , 1973 .

[9]  P. T. Owen,et al.  Inventory of environmental impact models related to energy technologies , 1979 .

[10]  Donthamsetti Veerabhadra Rao Log Pearson Type 3 Distribution: A Generalized Evaluation , 1980 .

[11]  M. N. Nimah,et al.  Model for Estimating Soil Water, Plant, and Atmospheric Interrelations: I. Description and Sensitivity , 1973 .

[12]  N. Crawford,et al.  DIGITAL SIMULATION IN HYDROLOGY' STANFORD WATERSHED MODEL 4 , 1966 .

[13]  E. Hedman Mean annual runoff as related to channel geometry of selected streams in California , 1970 .

[14]  D. G. Moore,et al.  A conceptual model of soil mass movement, surface soil erosion, and stream channel erosion processes , 1972 .

[15]  D. Dawdy,et al.  A rainfall-runoff simulation model for estimation of flood peaks for small drainage basins , 1972 .

[16]  H. L. Penman Natural evaporation from open water, bare soil and grass , 1948, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[17]  H. Lowham Techniques for estimating flow characteristics of Wyoming streams , 1976 .

[18]  H. C. Riggs STREAMFLOW CHARACTERISTICS FROM CHANNEL SIZE , 1978 .

[19]  W. H. Wischmeier,et al.  Predicting rainfall erosion losses : a guide to conservation planning , 1978 .

[20]  J. D. Bredehoeft,et al.  Status of ground-water modeling in the U.S. Geological Survey , 1976 .

[21]  G. Fromm,et al.  FEDERALLY SUPPORTED MATHEMATICAL MODELS: SURVEY AND ANALYSIS , 1974 .

[22]  Leonard F. Konikow,et al.  Modeling flow and chemical quality changes in an irrigated stream‐aquifer system , 1974 .

[23]  M North Time-Dependent Stochastic Model of Floods , 1980 .

[24]  J. Ficke,et al.  Ice on rivers and lakes: A bibliographic essay , 1977 .

[26]  R. Jaynes A hydrologic model of aspen-conifer succession in the western United States , 1978 .

[27]  H. N. Holtan,et al.  USDAHL-70 Model of Watershed Hydrology , 1971 .

[28]  John R. Williams,et al.  Water Yield Model Using SCS Curve Numbers , 1976 .

[29]  Rocky Mountain Forest,et al.  Computer simulation of snowmelt within a Colorado subalpine watershed , 1973 .

[30]  J. M. Mejía,et al.  Disaggregation models in hydrology revisited , 1976 .