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<br /> <br />I <br /> <br />o <br /> <br />~ <br /> <br />( !! <br />,~ <br /> <br />STORM OF MAY 22-23, 1968' "! <br /> <br />\ <br />~ <br />-' <br /> <br />\ <br /> <br />~ <br />/ ,.. <br />-t> <br />s/,. sw 3 <br /> <br />WASATCH NATIONAL <br />FOREST " <br /> <br />Swl <br /> <br /> <br />% \ \~ <br />\ <br /> <br />Figure 3.10. lsohyetallines for the event of May 22-23, 1968. <br /> <br />ure 2.7) published as "Hourly Precipitation Data" by <br />the U. S. Deparlment of Commerce. By interpola- <br />tion from the hourly data estimates were made of the <br />30-minute precipitation quantities of Ihe recording <br />gage. The daily information from the non-recording <br />gages was distributed in time on the same basis as the <br />observed data from the recording gage. The 30-min- <br />ute precipitalion thus computed al each gage location <br />was spatially distributed in accordance with the <br />'Thiessen network of Figure 2.7. Some questions <br />might be raised on the use of the Thiessen procedure <br />rather than isohyelallines. For illuslrative purposes, <br />Figure 3.10 shows isohyetal1ines and the precipita- <br />tion stalion totals for a single slorm event. This pro- <br />cedure of spatially distributing poinl precipilation <br />measurements is generally regarded as more accurate, <br />but it is also more difficult to implement in a com- <br />puter. Some isohyetal charts for specific events were <br />developed, and significant differences were nol de- <br /> <br />tected between the results of the loohyelal and the <br />'Thiessen weighing methods. Because il is readily im- <br />plemented on the computer,lhe Thiessen technique <br />was adopted for lhis study. <br /> <br />Calibration of the urban model was based on <br />prololype data from three slerms. Model oulput was <br />compared to measured flow by using the sum of the <br />squared devialions as Ihe objective function for the <br />pattern search procedure described previously. The <br />three slerms gave varying values for the five paramet- <br />ers, and an average value was selected to provide the <br />c10sesl agreement between predicted and observed <br />hydro graphs for the Ihree slonus. <br /> <br />In order 10 vary watershed parameter values <br />with urbanization it was necessary to relale the para- <br /> <br />37 <br />