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Hydrologic simulation

One of the first complete, continuous simulation models was the pesticide mnoff transport model (PRT) (56). Improvements in the PRT modelled to the hydrologic simulation program—FORTRAN model (57). A number of other models have been developed (58,59). These models represent a compromise between the avadable data and the abiHty to encompass a wide range in soils, climates, and pesticides. These models have had mixed success when extended beyond the data with which they were caHbrated. No model has yet been developed that can be proven to give accurate predictions of... [Pg.222]

Assists in modeling a watershed and creating the inputs to HEC-1 for hydrologic simulations. [Pg.297]

Schroeder, P.R. and Gibson, A.C., Supporting Documentation for the Hydrologic Simulation Model for Estimating Percolation at Solid Waste Disposal Sites (HSSWDS), Draft Report, U.S. Environmental Protection Agency, Cincinnati, OH, 1982. [Pg.1090]

HSPF. The Hydrologic Simulation Program (FORTRAN) ( 1, 42) is based on the Stanford Watershed Model. Version 7 of HSPF incorporates the process models of SERATRA in its aquatic section, with several (user-selectable) options for sediment transport computations. HSPF includes the generation of transformation products, each of which is in turn subject to volatilization, phototransformation, biolysis, etc. [Pg.36]

Johanson, R.C. Imhoff, J.C. Davis, H.H., Jr. "Users Manual for Hydrological Simulation Program - FORTRAN (HSPF)" EPA-600/9-80-015, U.S. Environ. Prot. Agency, Environ. Research Lab. Athens, Georgia, 1980 p. 678. [Pg.39]

In the area of transport-type models, soil/water systems have been a primary area of development. The Hydrologic Simulation Program (18) described in the paper by Johanson simulates chemical movement and transformation in runoff, groundwater and surface water in contact with soil or sediments. [Pg.98]

This chapter is organized as follows. We first present a short description of the criteria used for selecting the data used for driving the hydrological simulations at the basin scale. Subsequently, we briefly describe Soil and Water Assessment Tool (SWAT), the hydrological model adopted for this study, and the setup thereof. Later on, we continue with a brief review of the main spatio-temporal patterns of climate,... [Pg.48]

Fig. 1 Location of the Ebro River basin. The red polygon shows the extent of the study area selected for the hydrological simulations, with a total surface of 42,000 km2. The inset shows the location of the Ebro River basin in the Iberian Peninsula... Fig. 1 Location of the Ebro River basin. The red polygon shows the extent of the study area selected for the hydrological simulations, with a total surface of 42,000 km2. The inset shows the location of the Ebro River basin in the Iberian Peninsula...
Fig. 2 Study area, digital elevation model and subcatchments used for the hydrological simulations, along with the location of the gauging stations of precipitation, air temperature and stream-flows. Yellow polygons indicate the location of the four subcatchments selected for carrying out the hydrological simulations during the control and the future scenarios described in Sect. 6... Fig. 2 Study area, digital elevation model and subcatchments used for the hydrological simulations, along with the location of the gauging stations of precipitation, air temperature and stream-flows. Yellow polygons indicate the location of the four subcatchments selected for carrying out the hydrological simulations during the control and the future scenarios described in Sect. 6...
Table 1 Land use classification adopted for the hydrological simulations... Table 1 Land use classification adopted for the hydrological simulations...
The hydrological simulations for the future time-slice 2071-2100 were performed using the bias-corrected daily time series derived from the two different climate scenarios described in Table 4 as external forcing, and the hydrological parameters obtained during the calibration and verification period described in Sect. 6.1. One operational modification was made to the simulation of subcatchment 057, where a withdrawal corresponding to the Ebro-Besaya water transfer, described in Sect. 6.1, was allowed to remove water outside the catchment. This water transfer was introduced only for the simulations of the future scenarios, while the... [Pg.68]

Van Liew MW, Garbrecht J (2003) Hydrologic simulation of the Little Washita River experimental watershed using SWAT. J Am Water Resour Assoc 39(2) 413 426... [Pg.73]

Brath A, Montanari A, Moretti G (2006) Assessing the effect on flood frequency of land use change via hydrological simulation (with uncertainty). J Hydrol 324 141-153... [Pg.92]

Piloso, S., Vallino, J., Hopkinson, C., Rastetter, E., and Claessens, L. (2004). Modeling nitrogen transport in the Ipswich River Basin, Massachusetts, using a hydrological simulation program in fortran (HSPF).J. Am. Water Resour. Assoc. 40, 1365-1384. [Pg.505]

Petersen, C.M., Rifai, H.S., Villarreal, G.C., Stein, R. Modeling Escherichia coli and its sources in an Urban Bayou with hydrologic simulation program - FORTRAN. J. Environ. Eng. 137(6), 487-503 (2011)... [Pg.210]


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Hydrologic

Hydrology

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