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Click on “Download PDF” for the PDF version or on the title for the HTML version. If you are not an ASABE member or if your employer has not arranged for access to the full-text, Click here for options. A Comparison of HSPF Simulations Using FTABLEs Generated by Field and Computer-Based DataPublished by the American Society of Agricultural and Biological Engineers, St. Joseph, Michigan www.asabe.org Citation: Paper number 052158, 2005 ASAE Annual Meeting . (doi: 10.13031/2013.18944) @2005Authors: N. Staley, T. Bright, R. W. Zeckoski, B. L. Benham, K. M. Brannan Keywords: calibration, discharge, HSPF, hydrologic modeling, watershed management The Hydrological Simulation Program-FORTRAN (HSPF) describes volume-dependent discharge from a stream based on stage, surface area, volume, and discharge entries in a function table (FTABLE). This paper examines HSPF flow predictions simulated using FTABLEs generated from field and computer-based data sets. The study area is the 906 km Pigg River watershed, located in southern Virginia. Cross-sectional profiles spaced at defined intervals along the streams were obtained during field surveying and processed to create four sets of field-based FTABLEs. Geographic Information System (GIS) Digital Elevation Models (DEMs) and Natural Resource Conservation Service (NRCS) bankfull equations were used to create a fifth, computer-based set of FTABLE inputs. A comparison of FTABLEs showed similarities in stage-discharge curves for the bankfull range and differences at floodplain depths. The Smirnov k-sample test was used to compare flow rates simulated by HSPF using these FTABLEs. No significant difference was found (p=0.99) among the HSPF outputs from all five scenarios. Evaluation also demonstrated that the number of simulated cross-sections per stream reach used to generate FTABLEs minimally affected flow predictions. Therefore the more efficient computerized data are a viable option for simulations requiring only accurate predictions of flow rates from HSPF. (Download PDF) (Export to EndNotes)
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