ILLUSTRATIONS

Page

Figure

21.--Study dam-break outflow hydrograph for
Orange County Reservoir

56

22.--Location map for the Orange County Reservoir
dam-break problem
57

23.--Domain discretization for Orange County Reservoir
58

24.--Comparison of flood plain results for Orange
County Reservoir
60

25.--Location map for L02P30 temporary retarding basin
61


26.--Flood plain for 80.5 At basin test for L02P30
temporary retarding basin
63

27.--Time of maximum flooding depth (80.5 Af basin test)
for L02p30 temporary retarding basin
64

28.--Location map for Ontario Industrial Partners
temporary detention basin
65

29.--Domain discretization for Ontario Industrial
Partners detention basin
66

30.--Flood plain for Ontario Industrial Partners
detention basin
67

31.--Time (hours) of maximum flooding depth for
Ontario Industrial Partners detention basin
69

32.--A hypothetical bay
70

33.--The schematization of a hypothetical bay shown in
figure 32
70

34.--Mean velocity and water surface profiles at 1-hour
70

35.--Mean velocity and water surface profiles at 5-hours
72

36.--Mean velocity and water surface profiles at 10-hours
72

37.--Diffusion hydrodynamic model discretization of a
hypothetical watershed
74

38.--Inflow and outflow boundary conditions for the
hypothetical watershed model
74

vii
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