2004
DOI: 10.3133/sir20045139
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A precipitation-runoff model for the analysis of the effects of water withdrawals and land-use change on streamflow in the Usquepaug–Queen River Basin, Rhode Island

Abstract: Flow-duration curves of simulated A, daily mean discharge; and B, minimum daily discharge at streamflow-gaging stations-Queen River at Exeter (QRPB), Queen River at Liberty (QRLY), and Usquepaug River near Usquepaug (USQU)made with the Hydrologic Simulation Program-FORTRAN

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Cited by 13 publications
(28 citation statements)
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References 11 publications
(20 reference statements)
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“…Green Airport near Providence averaged about 45 in/year from 1960-2001(National Oceanic and Atmospheric Administration, 2003. Recharge estimates from previous investigations in southern Rhode Island range from about 25 to 28 in/yr (Dickerman and others, 1997; Barlow and Dickerman, 2001;Friesz, 2004;Zarriello and Bent, 2004). Therefore, on average, about 38 to 44 percent of precipitation is lost through either evaporation or plant transpiration, and 25 to 28 in/yr enters the aquifer as recharge.…”
Section: Hydrologic Settingmentioning
confidence: 95%
“…Green Airport near Providence averaged about 45 in/year from 1960-2001(National Oceanic and Atmospheric Administration, 2003. Recharge estimates from previous investigations in southern Rhode Island range from about 25 to 28 in/yr (Dickerman and others, 1997; Barlow and Dickerman, 2001;Friesz, 2004;Zarriello and Bent, 2004). Therefore, on average, about 38 to 44 percent of precipitation is lost through either evaporation or plant transpiration, and 25 to 28 in/yr enters the aquifer as recharge.…”
Section: Hydrologic Settingmentioning
confidence: 95%
“…Streamflow in the Taunton River Basin was simulated with HSPF, version 12 (Bicknell and others, 2000). HSPF was chosen because it produces detailed simulations of streamflow and water quality, and because it has been successfully used to study water-management issues in other basins in New England Zarriello and Bent, 2004;Zarriello and Ries, 2000) and basin-scale water quality in other parts of the United States (Martin and others, 2001).…”
Section: Description Of Hydrologic Simulation Program-fortran (Hspf)mentioning
confidence: 99%
“…The accuracy of these record-extension techniques is determined by the degree of correlation between the daily mean streamflow at the project and index stations for the common period of record, the accuracy of the measured streamflows, and the range of measured streamflow at the project stations (Zarriello and Bent, 2004). Because of the short period of record at the Matfield River at Elmwood station, a wide range of flow conditions was not measured, and estimated flows at both high and low flows are less accurate than other flows.…”
Section: Streamflowmentioning
confidence: 99%
“…The Hydrologic Simulation Program-FORTRAN (HSPF Version 12; Bicknell and others, 2004) was used to simulate hydrologic relations and streamflows at selected locations in the upper Osage River Basin under varying land cover and regulation scenarios. HSPF has been used to simulate hydrologic processes in a variety of geographic locations, spatial scales, and for a number of hydrologic applications (Duncker and others, 1995;Duncker and Melching, 1998;Jones and Winterstein, 2000;Zarriello and Sherwood, 1993;Zarriello, 1996;Coon and Johnson, 2005;Zarriello and Ries, 2000;Zarriello and Bent, 2004;Berris and others, 2001;Dinocola, 1990;Dinocola, 2001). HSPF is supported by the USGS and Environmental Protection Agency (USEPA) and can be used for continuous simulations of natural and developed basins, including water management systems.…”
Section: Development Of the Upper Osage River Basin Hydrologic Modelmentioning
confidence: 99%