Relative importance of hydrological and sediment-transport characteristics affecting effective discharge of small urban streams in Southern Ontario

Journal of Hydrologic Engineering

Volumn 14, Issue 7, 2009, Pages 698-710

  Quader, Asif ^a   Guo, Yiping ^b  

^a McCormick Rankin Corporation   (Canada)

^b MCMASTER UNIVERSITY   (Canada)

Author keywords

Canada; Particles; Streams; Tracking; Transient flow; Urban areas

Indexed keywords

CANADA; PARTICLES; STREAMS; TRACKING; TRANSIENT FLOW; URBAN AREAS;

LANDFORMS; SENSITIVITY ANALYSIS; STREAM FLOW; STRUCTURAL LOADS; TRANSITION FLOW; WATERSHEDS;

SEDIMENTOLOGY;

DISCHARGE; HYDROLOGICAL MODELING; PARTICLE MOTION; SEDIMENT TRANSPORT; SENSITIVITY ANALYSIS; STREAMFLOW; STREAMWATER; TRANSIENT FLOW; WATERSHED;

CANADA; NORTH AMERICA; ONTARIO [CANADA];

EID: 67649118101     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000042     Document Type: Article

References (44)

1. Anderson, M. L., Chen, Z.-Q., Kavvas, M. L., and Feldman, A. (2002). "Coupling HEC-HMS with atmospheric models for prediction of watershed runoff." J. Hydrol. Eng. JHYEFF1084-0699, 7(4), 312-318. 10.1061/(ASCE)1084-0699(2002)7:4(312)
2. Andrews, E. D. (1980). "Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming." J. Hydrol. JHYDA70022-1694, 46(3-4), 311-330. 10.1016/0022-1694(80)90084-0
3. Baker, D. B., Richards, R. P., Loftus, T. T., and Kramer, J. W. (2004). "A new flashiness index: Characteristics and applications to Midwestern rivers and streams." J. Am. Water Resour. Assoc. JWRAF51093-474X, 40(2), 503-522. 10.1111/j.1752-1688.2004.tb01046.x
4. Barry, J. J., Buffington, J. M., and King, J. G. (2004). "A general power equation for predicting bedload transport rates in gravel bed rivers." Water Resour. Res. WRERAQ0043-1397, 40, W10401. 10.1029/ 2004WR003190
5. Biedenharn, D. S., and Copeland, R. R. (2000). "Effective discharge calculation." ERDC/CHL HETN-II-4, U.S. Army Corps of Engineers, Vicksburg, Miss.Biedenharn, D. S., and Copeland, R. R. (2000). "Effective discharge calculation." ERDC/CHL HETN-II-4, U.S. Army Corps of Engineers, Vicksburg, Miss.
6. Copeland, R. R., Biedenharn, D. S., and Fischenich, J. C. (2000). "Channel-forming discharge." ERDC/CHL CHETN-VIII-5, U.S. Army Corps of Engineers, Vicksburg, Miss.Copeland, R. R., Biedenharn, D. S., and Fischenich, J. C. (2000). "Channel-forming discharge." ERDC/CHL CHETN-VIII-5, U.S. Army Corps of Engineers, Vicksburg, Miss.
7. Doll, B. A., (2003). "Stream restoration: A natural channel design handbook." North Carolina Stream Restoration Institute, NC State Univ., .
8. Doyle, M. W., Shields, D., Boyd, K. F., Skidmore, P. B., and Dominick, D. (2007). "Channel-forming discharge selection in river restoration design." J. Hydraul. Eng. JHEND80733-9429, 133(7), 831-837. 10.1061/(ASCE)0733-9429(2007)133:7(831)
9. Emmett, W. W., and Wolman, M. G. (2001). "Effective discharge and gravel-bed rivers." Earth Surf. Processes Landforms ESPLDB0197-9337, 26, 1369-1380. 10.1002/esp.303
10. Feng, X.-J., Hooshangi, S., Chen, D., Li, G., Weiss, R., and Rabitz, H. (2004). "Optimizing genetic circuits by global sensitivity analysis." Biophys. J. BIOJAU0006-3495, 87(4), 2195-2202. 10.1529/ biophysj.104.044131
11. Fleming, M., and Neary, V. (2004). "Continuous hydrologic modeling study with the hydrologic modeling system." J. Hydrol. Eng. JHYEFF1084-0699, 9(3), 175-183. 10.1061/(ASCE)1084-0699(2004)9:3(175)
12. Francos, A., Elorza, F. J., Bouraoui, F., Bidoglio, G., and Galbiati, L. (2003). "Sensitivity analysis of distributed environmental simulation models: Understanding the model behavior in hydrological studies at the watershed scale." Reliab. Eng. Syst. Saf. RESSEP0951-8320, 79(2), 205-218. 10.1016/S0951-8320(02)00231-4
13. Goodwin, P. (2004). "Analytical solutions for estimating effective discharge." J. Hydraul. Eng. JHEND80733-9429, 130(8), 729-738. 10.1061/(ASCE)0733-9429(2004)130:8(729)
14. Goodwin, P. (2006). "Closure to 'Analytical solutions for estimating effective discharge.'" J. Hydraul. Eng. JHEND80733-9429, 132(1), 114-115. 10.1061/(ASCE)0733-9429(2006)132:1(114)
15. Hall, J. W., Tarantola, S., Bates, P. D., and Horritt, M. S. (2005). "Distributed sensitivity analysis of flood inundation model calibration." J. Hydraul. Eng. JHEND80733-9429, 131(2), 117-126. 10.1061/(ASCE)0733-9429(2005)131:2(117)
16. Hedin, A. (2003). "Probabilistic dose calculations and sensitivity analyses using analytic models." Reliab. Eng. Syst. Saf. RESSEP0951-8320, 79(2), 195-204. 10.1016/S0951-8320(02)00230-2
17. Huber, W. C., and Dickinson, R. E. (1988). Stormwater management model, version 4: User's manual, Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, Athens, Ga.
18. HYDAT. (2001). Surface water and sediment data, Environment Canada, National Archives and Data Management Branch, Downsview, Ont., Canada.
19. Keystone Stream Team. (2002). "Guidelines for natural stream channel design for Pennsylvania waterways." Alliance for the Chesapeake Bay, Keystone Stream Team, Williamsport, Pa., .
20. Lenzi, M. A., Mao, L., and Comiti, F. (2006). "Effective discharge for sediment transport in a mountain river: Computational approaches and geomorphic effectiveness." J. Hydrol. JHYDA70022-1694, 326(1-4), 257-276. 10.1016/j.jhydrol.2005.10.031
21. Markowski, D., Naud, C., Manod, H., Jeuffroy, M.-H., and Barbotin, A. (2005). "Global sensitivity analysis for calculating the contribution of genetic parameters to the variance of crop model prediction." Proc., 5th Int. Conf. on Sensitivity Analyses of Model Outputs (SAMO), Santa Fe, N.M.
22. Mishra, S. (2004). "Sensitivity analysis with correlated inputs-An environmental risk assessment example" Proc., Crystal Ball User Conf., Denver.
23. Mishra, S., Deeds, N. E., and RamaRao, B. S. (2003). "Application of classification trees in the sensitivity analysis of probabilistic model results." Reliab. Eng. Syst. Saf. RESSEP0951-8320, 79(2), 123-129. 10.1016/S0951-8320(02)00222-3
24. Moody, T., Wirtanen, M., and Yard, S. N. (2003). Regional relationships for bankfull stage in natural channels of the arid southwest, Natural Channel Design Inc., Flagstaff, Ariz.
25. Nash, D. B. (1994). "Effective sediment-transporting discharge from magnitude-frequency analysis." J. Geol. JGEOAZ0022-1376, 102, 79-95.
26. Olivera, F. (2001). "Extracting hydrologic information from spatial data for HMS modeling." J. Hydrol. Eng. JHYEFF1084-0699, 6(6), 524-530. 10.1061/(ASCE)1084-0699(2001)6:6(524)
27. Pastres, R., Chan, K., Solidoro, C., and Dejak, C. (1999). "Global sensitivity analysis of a shallow-water 3D eutrophication model." Comput. Phys. Commun. CPHCBZ0010-4655, 117, 62-74. 10.1016/ S0010-4655(98)00164-7
28. Penciolelli, A., and Hue, C. (2005). "Global sensitivity analysis to improve models in agronomy." Proc., 1st Open Int. Conf. on Model and Simulation (OICMS), Blaise Pascal Univ., France.
29. Ponce, V. M. (1989). Engineering hydrology, Prentice-Hall, Englewood Cliffs, N.J.
30. Quader, A., Guo, Y., and Bui, T. (2006). "Discussion of 'Analytical solutions for estimating effective discharge' by Peter Goodwin." J. Hydraul. Eng. JHEND80733-9429, 132(1), 112-114. 10.1061/ (ASCE)0733-9429(2006)132:1(112)
31. Riley, S. J. (1972). "A comparison of morphometric measures of bankfull." J. Hydrol. JHYDA70022-1694, 17, 23-31. 10.1016/ 0022-1694(72)90064-9
32. Rosgen, D. L. (1994). "A classification of natural rivers." Catena, 22, 169-199. 10.1016/0341-8162(94)90001-9
33. Saltelli, A., Chan, K., and Scott, E. M. (2001). Sensitivity analysis, 2nd Ed., Wiley, West Sussex, U.K.
34. Saltelli, A., Tarantola, S., Campolongo, F., and Ratto, M. (2004). Sensitivity analysis in practice: A guide to assessing scientific models, Wiley, West Sussex, U.K.
35. Senarath, S. U. S., Ogden, F. L., Downer, C. W., and Sharif, H. O. (2000). "On the calibration and verification of two-dimensional, distributed, Hortonian, continuous watershed models." Water Resour. Res. WRERAQ0043-1397, 36(6), 1495-1510. 10.1029/2000WR900039
36. Shields, F. D., Jr., Copeland, R. R., Klingeman, P. C., Doyle, M. W., and Simon, A. (2003). "Design for stream restoration." J. Hydraul. Eng. JHEND80733-9429, 129(8), 575-584. 10.1061/ (ASCE)0733-9429(2003)129:8(575)
37. Sichingabula, H. M. (1999). "Magnitude-frequency characteristics of effective discharge for suspended sediment transport, Fraser River, British Columbia, Canada." Hydrolog. Process. HYPRE30885-6087, 13(9), 1361-1380. 10.1002/ (SICI)1099-1085(19990630)13:9<1361::AID-HYP808>3.0.CO;2-H
38. Simon, A., Dickerson, W., and Heins, A. (2004). "Suspended-sediment transport rates at the 1.5-year recurrence interval for ecoregions of the United States: Transport conditions at the bankfull and effective discharge?" Geomorphology GEMPEZ0169-555X, 58(2004), 243-262. 10.1016/j.geomorph.2003.07.003
39. U.S. Army Corps of Engineers (USACE). (2000). HEC-HMS technical reference manual, CPD-74B, Davis, Calif.
40. Vogel, R. M., Stedinger, J. R., and Hooper, R. P. (2003). "Discharge indices for water quality loads." Water Resour. Res. WRERAQ0043-1397, 39(10), 1273-1281. 10.1029/2002WR001872
41. Williams, G. P. (1978). "Bank-full discharge of rivers." Water Resour. Res. WRERAQ0043-1397, 14(6), 1141-1154. 10.1029/WR014i006p01141
42. Wolman, M. G., and Miller, J. P. (1960). "Magnitude and frequency of forces in geomorphic processes." J. Geol. JGEOAZ0022-1376, 68, 54-74.
43. Woodyer, K. D. (1968). "Bankfull frequency in rivers." J. Hydrol. JHYDA70022-1694, 6, 114-142. 10.1016/0022-1694(68)90155-8
44. Zhang, Z., Victor, K., Smith, M., Reed, S., and Wang, D. (2004). "Use of next generation weather radar data and basin disaggregation to improve continuous hydrograph simulations." J. Hydrol. Eng. JHYEFF1084-0699, 9(2), 103-115. 10.1061/(ASCE)1084-0699(2004)9:2(103)