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Troendle/Nankervis/Porth Page31 5/22/2003 <br />interception savings and thus allow a net increase in snow pack water equivalent to occur under <br />harvested conditions (See figures 13 - 15 in Troendle and Nankervis 2000). The Rho, or <br />redistribution, function used in the original version of the WRENSS hydrologic model was <br />disabled. The snow pack accumulation in harvested areas was increased in direct proportion to <br />the percentage of basal area removed below the "fully forested" state (BA..). Since WRENSS <br />procedure was developed to assess "change" in water available for stream flow following <br />silvicultural activity this adjustment was procedurally consistent with the original model <br />although it resulted increasing net precipitation. In the original WRENSS hydrologic procedure <br />(Troendle and Leaf 1980), the Swanson and Bernier (1986) electronic version, and the Troendle <br />and Nankervis (2000) modified application of the WRENSS Hydrologic model, the estimate of <br />precipitation input to the model was consistently increased in harvested areas, relative to the <br />surrounding forest. However, depending on whether or not the estimate of precipitation input to <br />the model represents gross precipitation (entering the top of the canopy) or net precipitation <br />(through fall) increasing the estimate of precipitation may have been in error. <br />In the present North Platte analysis, the precipitation estixnate used for each stand polygon was <br />obtained by intersecting that stand polygon with the Oregon State Climate (precipitation) map <br />for Colorado using a GIS. Because of the way in which it was derived, the mapped estimate of <br />precipitation indexes the precipitation that enters the top of the canopy (gross precipitation) and <br />as such it represents an index to precipitation not previously subjected to interception losses. <br />Therefore we assume this estimate of precipitation reflects what would actually fall into a forest <br />opening and which would be subject to interception losses as it enters a canopy (see Sturgis , <br />Schmidt and Troendle 1989, Troendle, et al 1994). To accommodate this interpretation, we <br />changed the functions in the hydrologic model. The WRENSS hydrologic model as used in this <br />effort inverts the interception functions presented earlier (Troendle and Nankervis 2000) and <br />assumes the estimate of precipitation input to the model reflects gross precipitation and equates <br />to what would be measured in a forest openttlg, not subject to wind scour. Deposition, or net <br />input, under any other forest canopy reflects an abstraction due to interception reduction that is in <br />proportion to the increase in stand density from completely open to 90 percent of the fully <br />forested situation (see figure 1). The evaporative (interception) loss that occurs under fully <br />forested conifers during the winter and spring seasons represent 32, 26, and 17 percent of the <br />gross precipitation respectively for north, East and West, and South facing aspects. The average <br />winter spring interception loss for all aspects is 25 percent of the gross precipitation for conifers <br />and 11 percent for aspen. The average loss of 25 percent for conifers compares well with other <br />published estimates of interception loss (Wilm and Dunford 1948, Kittredge 1948, Helvey 1967, <br />Schmidt and Troendle 1992, and Troendle and Reuss 1997). This approach does cause the <br />estimate of net precipitation, and ultimately the estimate of water available for stream flow to <br />decrease. However, the resulting stream flow estimates generated using the current version of the <br />WRENSS hydrologic model appear more reasona.ble when compazed to observed stream flow <br />measurements at Fool Creek, Deadhorse Creek, and Coon Creek. Regardless, it must be <br />remembered that WRENSS hydrologic procedure was developed to focus on the prediction of <br />change. The user of the WENSS analysis was encouraged to calibrate the level and distribution <br />of flow using representative stream flow measurements while relying on the WRENSS <br />hydrologic model to simulate expected change (Troendle and Leaf 1980). In the original <br />calibration process in developing the WRENSS nomographs (Troendle and Leaf 1980) and in the <br />re-calibration process tha.t developed the new ET Modifier coefficients (Spearnak 1990), the