DWR_3125132

• Document Date: 4/1/2002
• Document Type - Dam Safety: Report
• Division: 5
• Dam ID: 720135
• Subject: HARTMAN RETENTION DAM - HYDROLOGY
• DWR Send/Recipient: JOHN BLAIR

HEC-RAS Plan:hartman spwy River Hartman Reach Retention Dam - _
Reach River Ste 0 Total Mln Ch EI W.S.Elev Max CM Dpth 0m W.S E G.Elev E.G.Slope Val Left Vet Chnl Vet Right Flow Area Froude#Chi
(ft)_ -__ (ft) (ftm) (ft/s) (it/$) _. (fVS) (sq tt)
Retention Dam 100 10 00 8.00 16 32 8 32 16.32 _ 0.000000 001 _ 001. _ 103999, _ 0.00
Retention Dam 100 50.00_ 8.00 16.74 8.74 16.74 0.000000 0.03 0.05 1102.63 0.00
Retantion Dam 100 -+ 100.00 8.00 17.07 9.07 17.07 0.000OOD 0.06 0.09 1154.47 0.01
Retention Dam _ 100 20D.OD 6.00 17.58 9.58 17.58 0.Owmi 0.11 0.17 1233.90 _ 0.01
Retention Dam 100 _ 250.00 8.00 17.80 9. n 17.60 0.000001 0.14 0.21 1267.67 0.01
Retemion Dam 100 _ 500.00 8.00 18.67 10.67 78.88 0.000003 0.25 0.37 1409:35 0.02
Retention Dam _ 100 _ 750.00 8.00 19.38 11.38 19.38 0.000ODS _. _0.34 0.51 1526.52 0.03
Retention Dam 100 1000W 8.00 19.99 11.99 20.00 0.000008 0.43 0.64 1631.02 0.03
Detention Dam 100 1500.00 8.00 21.05 13.05 21.06 0.000D12 0.59 Q86 1816.00 0.05
Retention Dam 100 2000.00 8.0101 21.96 13.96 21M 0.0D0017 0.72 1.06 1981.32 0.05
R n_D_am 0 10.OD 16.00 16.31 0.31 RI
0.0009B0 0.41 0.71 0.43 14.27 0.22
Retention Dam 0 _ 50.0D 16.00 16.68 0.68 0.1ID1712 0.93 1M 0.97 31.92 0.34
�_
Retention Dam 0 100.00 16.00 16.97 0.97 0.002078 1.30 2.22 1.35 46.09 0.40
Retention Dam 0 200.OD 18.OD 17.39 1.39 0002445 1.79 3.05 1.86 67.48 0.46
Retemion Dam 0 250.00 16.00 17.56 1.56 0.002563 1.9B 3.38 2.05 76.46 0.48
Retention Dam 0 500.00 16.00 18.25 2.25 0.002897 2.68 4.58 2.79 114.18 0.54
Retention Dam0 - 790.00 16.OD 18.80 2.80 0.003079 3.19 5.45 3.32 145.34 0.57
Retention Dam 0 10 .00 16.00 19.26 3.26 19.81 0.003176 3.59 6.14 3.74 173.510.60
00
Retention Dam _ 0 ' 1500.OD 16.00 20.06 4.06 20.81 0.000284 4.23 7.23 4.401 224.10 0.63
Retention Dam 0 2000.00 16.00 20.75 4.75 21.65 0.003321 4.72 8.07 4.91 270.49 0.85
Retention Dam -60�_ 10.00 16.OD 16.18 0.16 16.20 0.008089 0.72 1.23 0.75 8.17 0.51
Retention Dam .60 50.00 16.00 16.46 0.46 16.55 0.006341 1.38 2.36 1.44 21.39 0.61
Retention Dam -6O _ 100.00 16.00 16.70 0.70 16.85 0.006395 1.82 3.11 1.89 32.59 0.66
Retention Dam " _ -BO 2D0.00 16.0D 17.05 1.05 1 17.3D 0.005439 2.40 4.10 2.49 49.89 6.71
Raterltion Dam -8D 250.00 16.00 17.19 1.19 117.501 0.006458 2.021 4.45 2.72 57.28 0.72
RgIbip Dam -60 50D.00 16.00 17.78 1.73 18.30 O.OD6518 3.44 5.88 3.58 88.22 0.78
Dam -60 750.00 16A0 18.25 2.25 18.96 0.008533 4.02 6.88 4.19 114.09 0.81
t!RetenBonDam -60 -�"-� 1000.0D 16.00 18.66 2.65 19.53 0.006513 4.49 7.67 4.67 137.40 0.83
- ---
Retention Dam -60 1500.00 16.00 19.36 3.36 2D.52 0.006444 5.22 8.92 5.43 179.47 0.86
Retention Dam .60 2000.OD 16.00 19.97 3.97 21.37 0.00634D 5.78 9.89 6.01 218.06 0.87
Retention Dam -200 10.00 15.101 15.21 0.11 15.21 15.27 1.17 2.00 1.21 5.02 1.06
Retention Dam -200 50.00 15.10 15.43 0.33 15.43 15.60 0.018974 1.92 3.29 2.00 15.33 1.00
Retention Dam -200 25D.100.0D 15.10 15.63 Om 15.63 15.89 0.016225 241 4.13 2.51 24.51 1.00
Retention Dam -200 _ 20D.OD 15.10 15.94 0.84 15.94 16.34 0.013774 3.02 5.16 3.14 38.43 0.98
Retention Dam -20D OD 15.10 16.07 0.97 16.07 16.54 0.013146 3.25 5.56 3.35 45.92 1.00
Retention Dam -200 500.00 15.10 16.62 1.52 16.62 17.35 0.011183 4.06 6.94 4.22 74.40 0.99
Retention Dam -200 750.00 15.10 17.00 1.98 17.08 18.01 0.010183 4.61 7.88 4.79 99.09 0.99
�Retention Dam .200 1 1000.00 15.10 17.49 2.39 17.49 18.59 0.0094M 5.04 8.62 5.24 121.71 0.98
etemion Dam ` -200 1500.00 15.10 18.20 3.10 18.20 19.59 0.008605 5.71 9.76 5.94 163.30 0.98
,Retention Dam 1-20D ,_ 2000.OD 15.10 18.81 3.71 18.81 20.4151i0.008074 5.24 10.66 6.49 201.33 0.98
-