Page 194 - Biosystems Engineering
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GIS-Based W atershed Modeling Systems       173

                      R  = the amount of precipitation on day i (mm H O)
                       day                                      2
                     Q    = the amount of surface runoff on day i (mm H O)
                       surf                                      2
                       E  = the amount of evapotranspiration on day i (mm H O)
                        a                                            2
                     w    =  the amount of water entering the vadose zone from the
                       seep
                           soil profile on day i (mm H O)
                                                  2
                      Q  = the amount of return flow on day i (mm H O)
                       gw                                     2
                   To simulate watershed hydrology, a hydrologic cycle is usually
               divided into the land phase (large dashed box in Fig. 5.1) and the
               routing phase (small dashed box, same figure). The land phase of
               the hydrologic cycle transports water, sediment, nutrient, and pesti-
               cide loads from a land surface to a stream, whereas the routing phase
               transports them through stream channels of the watershed to the out-
               let. Figure 5.1 is a schematic of hydrologic processes/water transport
               pathways simulated in one of the most widely used watershed mod-
               els, the SWAT model. These individual processes have been described
               in more detail in Chap. 3.
                   To account for areal variations in watershed characteristics (e.g.,
               soils, land use, slope, and rainfall), a distributed parameter model
               subdivides the watershed into subwatersheds, grid cells, or hydro-
               logic response units (HRUs). Runoff is predicted separately in each
               smaller unit and routed to obtain total runoff for a watershed. The
               subdivision of a watershed increases accuracy and gives a more
               accurate physical description of the hydrologic processes (Neitsch
               et al. 2005).
                   As discussed above, water balance is the driving force behind
               accurate prediction of movement of sediment, nutrients, and pesti-
               cides. For example, in many of the watershed-scale models, runoff
               volume and peak runoff rate are used to simulate erosion and sedi-
               ment yield. Watershed models also track transport and transforma-
               tion of various forms of nutrients [nitrogen (N) and phosphorus (P)]
               in a watershed. In the soil, transformation of N is governed by the N
               cycle, whereas transformation of P is governed by the P cycle. To sim-
               ulate point sources, nutrients can be added to the main channel and
               transported downstream through the stream flow. Inorganic and
               organic forms of nutrients applied can be taken by plants, adsorbed
               by soils, move to streams and lakes/reservoirs through surface run-
               off or lateral subsurface flows, or percolate to deeper groundwater.
               Pesticide movement is controlled by its solubility, degradation half-
               life, and soil organic carbon adsorption coefficient.
                   The loadings of water, sediment, nutrients, and pesticides from
               the landscape are routed through a watershed’s stream network.
               While keeping track of the mass flow of pollutants in the stream
               channel, most watershed models also account for transformation of
               pollutants in the stream. Many sophisticated watershed models also
               simulate movement and transformation of pollutants in lakes and
               reservoirs, although not as comprehensively as the reservoir models.
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