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<br />t <br />~ Photographs <br />, <br />, <br /> 51A. <br />0 518, <br /> 52. <br /> 53. <br /> 54, <br /> 55-70. <br /> 55. <br /> 56. <br /> 57. <br /> 58. <br /> 59, <br /> 60, <br /> 61. <br /> 62. <br /> 63. <br /> 64, <br /> 65, <br /> 66. <br /> 67. <br /> 68. <br /> 69, <br /> 70. <br /> <br />Table 1. <br /> 2. <br /> 3. <br /> 4. <br /> 5. <br /> 6. <br /> 7. <br /> 8. <br /> 9. <br /> 10. <br /> <br />CONTENTS <br /> <br />Page <br /> <br />45-54,--Continued: <br />The Ponderosa Lodge, which was destroyed by the flood, at <br />river mile 9.9 on the Fall River--------------------------- 82 <br />The Ponderosa Lodge as rebuilt after the flood, from the <br />same perspective as figure 51A----------------------------- 82 <br />Debris jam on the upstream side of Elkhorn Avenue at river <br />mile 11.8 along the Fall River in Estes Park--------------- 83 <br />High-water lines on buildings along the Fall River at Estes <br />Park------------------------------------------------------- 83 <br />View upstream from Olympus dam and Lake Estes, containing <br />the floodwaters (aerial)----------------------------------- 84 <br />Graphs showing: <br />Lawn Lake dam embankment cross section on the Roaring River <br />at river mile 0,0------------------------------------------ 94 <br />Lawn Lake dam cross section of breach (right side) on the <br />Roaring River at river mile 0.0---------------------------- 95 <br />Lawn Lake dam cross section of breach (left side) on the <br />Roaring River at river mile 0,0---------------------------- 96 <br />Roaring River cross section at river mile 0,55--------------- 97 <br />Roaring River cross section at river mile 1.50--------------- 98 <br />Roaring River cross section at river mile 3.83--------------- 99 <br />Fall River cross section at river mile 5.36------------------ 100 <br />Fall River cross section at river mile 5,78------------------ 101 <br />Fall River cross section at river mile 6.50 (site 1)--------- 102 <br />Cascade Lake dam cross sections on the Fall River at river <br />mile 6.67 (site 2)----------------------------------------- 103 <br />Fall River cross section at river mile 7.68 (site 3)--------- 104 <br />Fall River cross section at river mile 7.74------------------ 105 <br />Fall River cross section at river mile 8,78------------------ 106 <br />Fall River cross section at river mile 10,28 (site 4)-------- 107 <br />Fall River cross section at river mile 11.45 (site 5)-------- 108 <br />Big Thompson River cross section at river mile 12,5 (site 6)- 109 <br /> <br />TABLES <br /> <br />Page <br /> <br />Geotechnical characteristics of the Lawn Lake dam earthfill---- 11 <br />Flood stages and discharges in Larimer County for the flood <br />of July 15, 1982, and during previous maximum floods--------- 22 <br />Storage capacity and other pertinent information for Lawn Lake <br />and Cascade Lake--------------------------------------------- 24 <br />Peak flow data at selected cross sections---------------------- 27 <br />Discharge-frequency summary for the Roaring River at mouth and <br />the Big Thompson River at Estes Park------------------------- 28 <br />Time of flooding from the failures of Lawn Lake dam and <br />Cascade Lake dam, July 15, 1982------------------------------ 32 <br />Channel conditions, Roaring River------------------------------ 50 <br />Field-selected and calibrated model-composite Manning's n- <br />values------------------------------------------------------- 70 <br />Summary of dam-break model simulation-------------------------- 71 <br />Comparison of model results of a hypothetical breach width of <br />25 feet to the actual breach width of 55 feet---------------- 75 <br /> <br />vii <br />