Hydrological Simulation Program-Fortran Sample Clauses

Hydrological Simulation Program-Fortran. The HSPF model spatial domain includes the entire Clarks Creek watershed above the Puyallup River. Stream segments that are explicitly simulated (as RCHRES) include the mainstem of Clarks Creek, Rody Creek, Diru Creek, Woodland Creek, and Xxxxxx Ditch. The simulation period of the current HSPF model is January 1960 through December 2010. This period will be extended to include whatever additional years/months of data collection are performed for this project. As discussed in more detail in Section 3, that is expected to include at least 1 year of intensive stream gauging and water quality data collection. The HSPF model uses a 1-hour time step. The current HSPF model will be expanded from simulating hydrology and sediment transport only, to also simulating water temperature, dissolved oxygen, and constituent concentration/loading in hydrologic inputs to streams (runoff, interflow, and baseflow) and in stream reaches. Constituents to be simulated are those needed as input for the QUAL2Kw DO simulation, including carbonaceous biological oxygen demand (CBOD) and nutrients. The PQUAL and IQUAL sections of the PERLND and IMPLND modules will be used to simulate water quality constituent transport using simple relationships. Decisions regarding specific sub-routines for the HSPF water quality simulation (e.g., sediment association versus accumulation-removal) will be based on an evaluation of modeling precedents and water quality/hydrologic data collected for this project. The PSTEMP and PWTGAS sections will be used to simulate water temperature and DO in runoff, interflow, and baseflow. The HTRCH and RQUAL section of the HSPF RCHRES module will be used to simulate in-stream temperature and DO in Clarks Creek and its tributaries, although only the tributaries will be the focus of the HSPF water quality calibration. Nutrients and detritus will be simulated as generalized constituents (GQUAL) within the HSPF stream reaches. Decay rates will be applied as needed during calibration to improve the accuracy of CBOD/nutrient loading from tributaries to the mainstem of Clarks Creek.
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