Relating local stage and remote discharge with significant lateral inflow

Journal of Hydrologic Engineering

Volumn 10, Issue 1, 2005, Pages 58-69

  Moramarco, Tommaso ^a   Barbetta, Silvia ^a   Melone, Florisa ^a   Singh, Vijay P ^b  

^a CNR   (Italy)

^b LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

Flow measurement; Hydrographs; Hydrologic models; Inflow; Italy; Streamflow

Indexed keywords

CATCHMENTS; FLOODS; GAGES; HYDRAULICS; MATHEMATICAL MODELS; STREAM FLOW;

DISCHARGE HYDROGRAPH; FLOOD ROUTING; MUSKINGUM METHOD; REMOTE DISCHARGE;

HYDROGRAPHIC SURVEYS;

FLOW MEASUREMENT; HYDROGRAPH; HYDROLOGICAL MODELING; PEAK FLOW; RIVER BASIN; RIVER DISCHARGE; STREAMFLOW;

EASTERN HEMISPHERE; EURASIA; EUROPE; ITALY; SOUTHERN EUROPE; TIBER RIVER; WORLD;

EID: 11944250199     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)1084-0699(2005)10:1(58)     Document Type: Article

References (21)

1. Barbetta, S., Melone, F., Moramarco, T., and Saltalippi, C. (2002). "On discharge simulation from observed stage hydrographs." Applied simulation and modelling, L. Ubertini, ed., IASTED Acta Press, Anaheim, Calif., 566-570.
2. Birkhead, A. L., and James, C. S. (1998). "Synthesis of rating curves from local stage and remote discharge monitoring using nonlinear Muskingum routing." J. Hydrol., 205, 52-65.
3. Chiu, C. L. (1991). "Application of entropy concept in open-channel flow study." J. Hydraul. Eng., 117(5), 615-628.
4. Chiu, C. L., and Said, C. A. A. (1995). "Maximum and mean velocities and entropy in open channel flow." J. Hydraul. Eng., 121(1), 26-35.
5. Chiu, C. L., and Tung, N. C. (2002). "Maximum velocity and regularities in open-channel flow." J. Hydraul. Eng., 128(4 ), 390-398.
6. Fenton, J. D. (1999). "Calculating hydrographs from stage records." Proc., 28th IAHR Congress, Graz, Austria.
7. Franchini, M., and Lamberti, P. (1994). "A flood routing Muskingum type simulation and forecasting model based on level data alone." Water Resour Res., 30(7), 2183-2196.
8. Franchini, M., Lamberti, P., and Di Giammarco, P. (1999). "Rating curve estimation using local stages, upstream discharge data and a simplified hydraulic model." Hydrol. Earth System Sci., 3(4 ), 541-548.
9. Fread, D. L. (1975). "Computation of stage-discharge relationships affected by unsteady flow." Water Resour Bull., 11(2), 213-228.
10. Henderson, F. M. (1966). Open channel flow, Macmillan, New York.
11. Herschy, R. W. (1999). Hydrometry: Principles and practices, Wiley, Chichester, England.
12. Moramarco, T., Saltalippi, C., and Singh, V. P. (2004). "Estimation of mean velocity in natural channels based on Chiu's velocity distribution equation." J. Hydrologic Eng., 9(1), 42-50.
13. Moramarco, T., and Singh, V. P. (2000). "A practical method for analysis of river waves and for kinematic wave routing in natural channel networks." Hydrolog. Process., 14, 51-62.
14. Moramarco, T., and Singh, V. P. (2001). "Simple method for relating local stage and remote discharge." J. Hydrologic Eng., 6(1), 78-81.
15. Moramarco, T., and Singh, V. P. (2002). "Accuracy of kinematic wave and diffusion wave for spatial-varying rainfall excess over a plane." Hydrolog. Process., 16, 3419-3435.
16. Price, R. K. (1973). "Flood routing methods for British rivers." Proc. Inst. Civ. Eng., Waters. Maritime Energ., 55(12), 913-930.
17. Raudkini, A. J. (1979). Hydrology: An advanced introduction to hydrological processes and modeling, Pergamon, New York.
18. Rosgen, D. L. (1994). "A classification of natural rivers." Catena 22, 169-199.
19. U.S. Army Corps of Engineers (USACE). (1995). "Flow transitions in bridge backwater analysis." RD-42, Hydraulic Engineering Center, Davis, Calif.
20. U. S. Army Corps of Engineers (USACE). (2001). HEC-RAS, River analysis system, hydraulic reference manual, Vol. CPD-69, Hydraulic Engineering Center, Davis, Calif.
21. Xia, R. (1997). "Relation between mean and maximum velocities in a natural river." J. Hydraul. Eng., 123(8), 720-723.