References¶
This page lists all publications and data products cited in the PyWMP documentation. Citation format follows APA 7th edition. All documentation pages link back to this master bibliography.
Hydrologic methods¶
Bates, P. D., & De Roo, A. P. J. (2000). A simple raster-based model for flood inundation simulation. Journal of Hydrology, 236(1–2), 54–77. DOI ↗
Bates, P. D., Horritt, M. S., & Fewtrell, T. J. (2010). A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling. Journal of Hydrology, 387(1–2), 33–45. DOI ↗
Clark, C. O. (1945). Storage and the unit hydrograph. Transactions of the American Society of Civil Engineers, 110(1), 1419–1446. DOI ↗
Cunge, J. A. (1969). On the subject of a flood propagation computation method (Muskingum method). Journal of Hydraulic Research, 7(2), 205–230. DOI ↗
Green, W. H., & Ampt, G. A. (1911). Studies on soil physics. Journal of Agricultural Science, 4(1), 1–24. DOI ↗
Harten, A., Lax, P. D., & van Leer, B. (1983). On upstream differencing and Godunov-type schemes for hyperbolic conservation laws. SIAM Review, 25(1), 35–61. DOI ↗
Mein, R. G., & Larson, C. L. (1973). Modeling infiltration during a steady rain. Water Resources Research, 9(2), 384–394. DOI ↗
Mockus, V. (1957). Use of storm and watershed characteristics in synthetic hydrograph analysis and application. American Geophysical Union. USDA NAL ↗
Natural Resources Conservation Service. (2004). National Engineering Handbook, Part 630: Hydrology. U.S. Department of Agriculture. USDA NAL ↗
Puls, L. G. (1928). Flood regulation of the Tennessee River (House Doc. 185, 70th Congress, 1st session). U.S. Army Corps of Engineers. HathiTrust ↗
Snyder, F. F. (1938). Synthetic unit graphs. Eos, Transactions, American Geophysical Union, 19(1), 447–454. DOI ↗
Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows. Wiley. Publisher ↗
U.S. Army Corps of Engineers. (2023). Hydrologic Modeling System HEC-HMS: Technical reference manual (Version 4.12). Hydrologic Engineering Center. HEC ↗
Sediment transport¶
Desmet, P. J. J., & Govers, G. (1996). A GIS procedure for automatically calculating the USLE LS factor on topographically complex landscape units. Journal of Soil and Water Conservation, 51(5), 427–433. JSWC ↗
Ferguson, R. I., & Church, M. (2004). A simple universal equation for grain settling velocity. Journal of Sedimentary Research, 74(6), 933–937. DOI ↗
Krone, R. B. (1962). Flume studies of the transport of sediment in estuarial shoaling processes: Final report. University of California, Berkeley. DTIC ↗
Meyer-Peter, E., & Müller, R. (1948). Formulas for bed-load transport. In Proceedings of the 2nd Meeting of the International Association for Hydraulic Structures Research (pp. 39–64). IAHR. TU Delft repository ↗
Moore, I. D., & Burch, G. J. (1986). Physical basis of the length-slope factor in the Universal Soil Loss Equation. Soil Science Society of America Journal, 50(5), 1294–1298. DOI ↗
Partheniades, E. (1965). Erosion and deposition of cohesive soils. Journal of the Hydraulics Division, 91(1), 105–139. DOI ↗
Renard, K. G., Foster, G. R., Weesies, G. A., McCool, D. K., & Yoder, D. C. (1997). Predicting soil erosion by water: A guide to conservation planning with the Revised Universal Soil Loss Equation (RUSLE) (Agriculture Handbook No. 703). U.S. Department of Agriculture. ARS ↗
Wischmeier, W. H., & Smith, D. D. (1978). Predicting rainfall erosion losses: A guide to conservation planning (Agriculture Handbook No. 537). U.S. Department of Agriculture. ARS ↗
Wong, M., & Parker, G. (2006). Reanalysis and correction of bed-load relation of Meyer-Peter and Müller using their own database. Journal of Hydraulic Engineering, 132(11), 1159–1168. DOI ↗
Water quality¶
Driver, N. E., & Tasker, G. D. (1990). Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States (Water-Supply Paper 2363). U.S. Geological Survey. PDF ↗
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., & Brooks, N. H. (1979). Mixing in inland and coastal waters. Academic Press. Publisher ↗
U.S. Environmental Protection Agency. (1983). Results of the nationwide urban runoff program: Final report (USEPA 400/3-83-16). USEPA. EPA ↗
Calibration and validation¶
Duan, Q., Sorooshian, S., & Gupta, V. K. (1992). Effective and efficient global optimization for conceptual rainfall-runoff models. Water Resources Research, 28(4), 1015–1031. DOI ↗
Gupta, H. V., Kling, H., Yilmaz, K. K., & Martinez, G. F. (2009). Decomposition of the mean squared error and NSE performance criteria: Implications for improving hydrological modelling. Journal of Hydrology, 377(1–2), 80–91. DOI ↗
Kling, H., Fuchs, M., & Paulin, M. (2012). Runoff conditions in the upper Danube basin under an ensemble of climate change scenarios. Journal of Hydrology, 424–425, 264–277. DOI ↗
Moriasi, D. N., Arnold, J. G., Van Liew, M. W., Bingner, R. L., Harmel, R. D., & Veith, T. L. (2007). Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Transactions of the ASABE, 50(3), 885–900. DOI ↗
Nash, J. E., & Sutcliffe, J. V. (1970). River flow forecasting through conceptual models. Part I — A discussion of principles. Journal of Hydrology, 10(3), 282–290. DOI ↗
Nelder, J. A., & Mead, R. (1965). A simplex method for function minimization. The Computer Journal, 7(4), 308–313. DOI ↗
Schaefer, J. T. (1990). The critical success index as an indicator of warning skill. Weather and Forecasting, 5(4), 570–575. DOI ↗
Storn, R., & Price, K. (1997). Differential evolution — A simple and efficient heuristic for global optimization over continuous spaces. Journal of Global Optimization, 11(4), 341–359. DOI ↗
Wing, O. E. J., Bates, P. D., Sampson, C. C., Smith, A. M., Johnson, K. A., & Erickson, T. A. (2017). Validation of a 30 m resolution flood hazard model of the conterminous United States. Water Resources Research, 53(9), 7968–7986. DOI ↗
Coastal¶
National Oceanic and Atmospheric Administration. (2017). Global and regional sea level rise scenarios for the United States (NOAA Technical Report NOS CO-OPS 083). NOAA. NOAA ↗
van der Meer, J. W., Allsop, N. W. H., Bruce, T., De Rouck, J., Kortenhaus, A., Pullen, T., Schüttrumpf, H., Troch, P., & Zanuttigh, B. (2018). EurOtop: Manual on wave overtopping of sea defences and related structures (2nd ed.). EurOtop ↗
Datasets¶
Federal Emergency Management Agency. (2023). National Flood Hazard Layer (NFHL). FEMA MSC ↗
Homer, C., Dewitz, J., Jin, S., Xian, G., Costello, C., Danielson, P., Gass, L., Funk, M., Wickham, J., Stehman, S., Auch, R., & Riitters, K. (2020). Conterminous United States land cover change patterns 2001–2016 from the 2016 National Land Cover Database. ISPRS Journal of Photogrammetry and Remote Sensing, 162, 184–199. DOI ↗
Perica, S., Pavlovic, S., St. Laurent, M., Trypaluk, C., Unruh, D., Martin, D., & Wilhite, O. (2013). NOAA Atlas 14: Precipitation-frequency atlas of the United States, Volume 9: Southeastern States, Version 3 (NOAA Atlas 14, Vol. 9). NOAA. DOI ↗
Soil Survey Staff. (2023). Web Soil Survey. USDA Natural Resources Conservation Service. Web Soil Survey ↗
U.S. Geological Survey. (2023a). Watershed Boundary Dataset (WBD). USGS ↗
U.S. Geological Survey. (2023b). National Hydrography Dataset Plus High Resolution (NHDPlus HR). USGS ↗
U.S. Geological Survey. (2023c). National Water Information System (NWIS): USGS water data for the nation. NWIS ↗
U.S. Geological Survey. (2024). 3D Elevation Program (3DEP). USGS ↗