-
1
-
-
34547471922
-
Spillway capacity optimization under hydrologic uncertainties and flood routing
-
Abrishamchi, A., Afshar, A., and Kerachian, R., 2003. Spillway capacity optimization under hydrologic uncertainties and flood routing. Iranian Journal of Science and Technology, 27 (B1), 111-121.
-
(2003)
Iranian Journal of Science and Technology
, vol.27
, Issue.B1
, pp. 111-121
-
-
Abrishamchi, A.1
Afshar, A.2
Kerachian, R.3
-
3
-
-
0028174441
-
Optimizing river diversion under hydraulic and hydrologic uncertainties
-
Afshar, A., Barkhordary, A., and Marino, M.A., 1994. Optimizing river diversion under hydraulic and hydrologic uncertainties. Journal of Water Resources Planning and Management, 120 (1), 36-47.
-
(1994)
Journal of Water Resources Planning and Management
, vol.120
, Issue.1
, pp. 36-47
-
-
Afshar, A.1
Barkhordary, A.2
Marino, M.A.3
-
4
-
-
0025136346
-
Optimizing spillway capacity with uncertainty in flood estimator
-
Afshar, A. and Marino, M.A., 1990. Optimizing spillway capacity with uncertainty in flood estimator. Journal of Water Resources Planning and Management, 116 (1), 71-84.
-
(1990)
Journal of Water Resources Planning and Management
, vol.116
, Issue.1
, pp. 71-84
-
-
Afshar, A.1
Marino, M.A.2
-
5
-
-
84978549605
-
Fitting Gamma distribution over a synthetic unit hydrograph
-
Aron, G. and White, E., 1982. Fitting Gamma distribution over a synthetic unit hydrograph. Water Resources Bulletin, 18 (1), 95-78.
-
(1982)
Water Resources Bulletin
, vol.18
, Issue.1
, pp. 95-78
-
-
Aron, G.1
White, E.2
-
6
-
-
0023523115
-
Evaluation of uncertainty in flood magnitude estimator on annual expected damage costs of hydraulic structures
-
Bao, Y., Tung, Y.K., and Hasfurther, V.R., 1987. Evaluation of uncertainty in flood magnitude estimator on annual expected damage costs of hydraulic structures. Water Resources Research, 23 (11), 2023-2029.
-
(1987)
Water Resources Research
, vol.23
, Issue.11
, pp. 2023-2029
-
-
Bao, Y.1
Tung, Y.K.2
Hasfurther, V.R.3
-
7
-
-
0343941864
-
-
Bobee, B., 1979. Discussion of Fitting the Pearson type 3 distribution in practice by J. Bucket and FR. Oliver. Water Resources Research, 15 (3), 730.
-
Bobee, B., 1979. Discussion of "Fitting the Pearson type 3 distribution in practice" by J. Bucket and FR. Oliver. Water Resources Research, 15 (3), 730.
-
-
-
-
8
-
-
0031537979
-
A globally convergent augmented Lagrangian barrier algorithm for optimization with general inequality constraints and simple bounds
-
Conn, A.R., Gould, N., and Toint, Ph. L., 1997. A globally convergent augmented Lagrangian barrier algorithm for optimization with general inequality constraints and simple bounds. Mathematics of Computation, 66 (217), 261-288.
-
(1997)
Mathematics of Computation
, vol.66
, Issue.217
, pp. 261-288
-
-
Conn, A.R.1
Gould, N.2
Toint, P.L.3
-
9
-
-
0026188607
-
Confidence interval for design floods with estimated skew coefficient
-
Chowdhury, J.U. and Stedinger, J.R., 1991. Confidence interval for design floods with estimated skew coefficient. Journal of Hydraulic Engineering, 117 (7), 811-831.
-
(1991)
Journal of Hydraulic Engineering
, vol.117
, Issue.7
, pp. 811-831
-
-
Chowdhury, J.U.1
Stedinger, J.R.2
-
10
-
-
0032682780
-
Spillway design floods and dam safety
-
Fahlbusch, F. E., 1999. Spillway design floods and dam safety. Hydropower and Dams, 6 (4), 120-127.
-
(1999)
Hydropower and Dams
, vol.6
, Issue.4
, pp. 120-127
-
-
Fahlbusch, F.E.1
-
11
-
-
0016470436
-
Confidence limit for design events
-
Kite, G. W., 1975. Confidence limit for design events. Water Resources Research, 11 (1), 48-53.
-
(1975)
Water Resources Research
, vol.11
, Issue.1
, pp. 48-53
-
-
Kite, G.W.1
-
12
-
-
39349097668
-
Dam overtopping risk assessment considering inspection program
-
Kuo, J.T., Hsu, Y.C., Tung, Y.K., Yeh, K.C., and Wu, J.D., 2008. Dam overtopping risk assessment considering inspection program. Stochastic Environmental Research and Risk Assessment, 22 (3), 303-313.
-
(2008)
Stochastic Environmental Research and Risk Assessment
, vol.22
, Issue.3
, pp. 303-313
-
-
Kuo, J.T.1
Hsu, Y.C.2
Tung, Y.K.3
Yeh, K.C.4
Wu, J.D.5
-
13
-
-
34547138953
-
Risk analysis for dam overtopping-Feitsui reservoir as a case study
-
Kou, J.T., Yen, B.C., Hsu, Y.C., and Lin, H.F., 2007. Risk analysis for dam overtopping-Feitsui reservoir as a case study. Journal of Hydraulic Engineering, 133 (8), 955-963.
-
(2007)
Journal of Hydraulic Engineering
, vol.133
, Issue.8
, pp. 955-963
-
-
Kou, J.T.1
Yen, B.C.2
Hsu, Y.C.3
Lin, H.F.4
-
14
-
-
33947581401
-
Mixed interval-fuzzy two-stage integer programming and its application to flood-diversion planning
-
Li, Y.P., Huang, G.H., and Nie, S.L., 2007. Mixed interval-fuzzy two-stage integer programming and its application to flood-diversion planning. Engineering Optimization, 39 (2), 163-183.
-
(2007)
Engineering Optimization
, vol.39
, Issue.2
, pp. 163-183
-
-
Li, Y.P.1
Huang, G.H.2
Nie, S.L.3
-
15
-
-
85047696144
-
Random variables versus uncertain values: Stochastic modeling and design
-
Lund, J.R., 1991. Random variables versus uncertain values: stochastic modeling and design. Journal of Water Resources Planning and Management, 117 (2), 179-194.
-
(1991)
Journal of Water Resources Planning and Management
, vol.117
, Issue.2
, pp. 179-194
-
-
Lund, J.R.1
-
17
-
-
61449096162
-
-
Mahab Ghodds Consulting Engineers, Tehran, Iran
-
Mahab Ghodds Consulting Engineers, 1990. Karoon III reservoir reports. Tehran, Iran.
-
(1990)
Karoon III reservoir reports
-
-
-
18
-
-
33750126661
-
Case study: Dam safety during construction, lessons of the overtopping diversion works at Aguamilpa dam
-
Marengo, H., 2006. Case study: dam safety during construction, lessons of the overtopping diversion works at Aguamilpa dam. Journal of Hydraulic Engineering, 132(11), 1121-1127.
-
(2006)
Journal of Hydraulic Engineering
, vol.132
, Issue.11
, pp. 1121-1127
-
-
Marengo, H.1
-
19
-
-
61449171574
-
-
Washington, D.C: Federal Emergency Management Agency
-
McCann, M.M. Jr., Franzini, J.B., and Shah, H.C., 1984. Preliminary safety evaluation of existing dams. Vol. 1. Washington, D.C: Federal Emergency Management Agency.
-
(1984)
Preliminary safety evaluation of existing dams
, vol.1
-
-
McCann Jr., M.M.1
Franzini, J.B.2
Shah, H.C.3
-
22
-
-
0020549890
-
Confidence intervals for design events
-
Stedinger, J.R., 1983. Confidence intervals for design events. Journal of Hydraulic Engineering, 109 (1), 13-27.
-
(1983)
Journal of Hydraulic Engineering
, vol.109
, Issue.1
, pp. 13-27
-
-
Stedinger, J.R.1
-
23
-
-
0023421456
-
Effects of uncertainties on optimal risk-based design of hydraulic structures
-
Tung, Y.K., 1987. Effects of uncertainties on optimal risk-based design of hydraulic structures. Journal of Water Resources Planning and Management, 113 (5), 709-722.
-
(1987)
Journal of Water Resources Planning and Management
, vol.113
, Issue.5
, pp. 709-722
-
-
Tung, Y.K.1
-
24
-
-
15944398893
-
On the optimal risk-based design of highway drainage structures
-
Tung, Y.K. and Bao, Y., 1990. On the optimal risk-based design of highway drainage structures. Stochastic Environmental Research and Risk Assessment, 4 (4), 295-308
-
(1990)
Stochastic Environmental Research and Risk Assessment
, vol.4
, Issue.4
, pp. 295-308
-
-
Tung, Y.K.1
Bao, Y.2
-
26
-
-
2142783934
-
Risk-based analysis for flood damage reduction studies
-
United States Army Corps of Engineers, Washington, DC
-
United States Army Corps of Engineers., 1996. Risk-based analysis for flood damage reduction studies. Engineer Manual EM 1110-2-1619, Washington, DC.
-
(1996)
Engineer Manual EM 1110-2-1619
-
-
-
27
-
-
0003553976
-
-
United States Bureau of Reclamation, USA: Water Resources Technical Publications
-
United States Bureau of Reclamation., 1987. Design of small dams. USA: Water Resources Technical Publications.
-
(1987)
Design of small dams
-
-
|