Generating design hydrographs by DME assisted geomorphic runoff simulation: A case study

Journal of the American Water Resources Association

Volumn 34, Issue 2, 1998, Pages 375-384

  Lee, Kwan Tun ^a  

^a NATIONAL TAIWAN OCEAN UNIVERSITY   (Taiwan)

Author keywords

Design hydrograph; Digital elevation model; Geomorphic IUH; Keelung River basin

Indexed keywords

COMPUTER SIMULATION; FLOW OF WATER; GEOMORPHOLOGY; HYDROLOGY; MATHEMATICAL MODELS; RIVERS; RUNOFF;

DIGITAL ELEVATION MODEL; GEOMORPHIC INSTANTANEOUS UNIT HYDROGRAPHS (GIUH);

WATERSHEDS;

GIUH; HYDROGRAPH; OVERLAND FLOW; RUNOFF;

EID: 0032054843     PISSN: 1093474X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1752-1688.1998.tb04142.x     Document Type: Article

References (21)

1. Agnese, C., D. D'asaro, and G. Giordano, 1988. Estimation of the Time Scale of the Geomorphologic Instantaneous Unit Hydrograph from Effective Streamflow Velocity. Water Resources Research 24(7):969-978.
2. Band, L. E., 1986. Topographic Partition of Watersheds with Digital Elevation Models. Water Resources Research 22(1):15-24.
3. Bras, R. L., 1990. Hydrology: An Introduction to Hydrologic Science. Addison-Wesley Pub. Co.
4. Cheng, B. L. M., 1982. A Study of Geomorphologic Instantaneous Unit Hydrograph. Ph.D. Thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Illinois.
5. Chow, V. T., 1959. Open Channel Hydraulics. McGraw-Hill Book Co., New York, New York.
6. Chow, V. T., D. R. Maidment, and L. W. Mays, 1988. Applied Hydrology. McGraw-Hill, Inc., New York, New York.
7. Engman, E. T., 1986. Roughness Coefficients for Routing Surface Runoff. J. Irrig. and Drain. Engrg., ASCE, 112(1):39-53.
8. Freeman, T. G., 1991. Calculating Catchment Area with Divergent Flow Based on a Regular Grid. Comput. Geosci. 17(3):413-422.
9. Gray, D. M., 1961. Synthetic Unit Hydrographs for Small Watersheds. J. Hydr. Engrg., ASCE, 87(HY4):33-53.
10. Gupta, V. K., E. Waymire, and C. T. Wang, 1980. A Representation of an Instantaneous Unit Hydrograph from Geomorphology. Water Resources Research 16(5):855-862.
11. Jenson, S. K. and J. O. Domingue, 1988. Extracting Topographic Structure from Digital Elevation Data for Geographic Information System Analysis. Photogramm. Eng. Remote Sens. 54: 1593-1600.
12. Lee, K. T., 1996a. The Estimation of Time of Concentration by Considering River Networks - Based on Kinematic Wave Theory. National Science Council, Taiwan, R.O.C., Research Report NSC-85-2211-E-019-009.
13. Lee, K. T., 1996b. A Study of Geomorphologically Hydrologic Systems. Council of the Agriculture, Taiwan, R.O.C., Research Report 84-2.12-06.
14. Lee, K. T. and B. C. Yen, 1997. Geomorphology and Kinematic-Wave Based Hydrograph Derivation. J. Hydr. Engrg., ASCE, 123(1):73-80.
15. Linsley, R. K., M. A. Kohler, and J. L. H. Paulhus, 1982. Hydrology for Engineers (Third Edition). McGraw-Hill, Inc., New York, New York.
16. Rodriguez-Iturbe, I. and J. B. Valdes, 1979. The Geomorphologic Structure of Hydrologic Response. Water Resources Research 15(6):1409-1420.
17. Snyder, F. F., 1938. Synthetic Unit Graphs. Trans. AGU 19:447-454.
18. Tribe, A. J., 1991. Automated Recognition of Valley Heads from Digital Elevation Models. Earth Surf. Processes Landforms 16:33-49.
19. Viessman, W. and G. L. Lewis, 1996. Introduction to Hydrology, Harper Collins College Publishers.
20. Wooding, R. A., 1965. A Hydraulic Model for the Catchment-Stream Problem. J. Hydrol. 3:254-267.
21. Yen, B. C. and K. T. Lee, 1997. Unit Hydrograph Derivation for Ungauged Watersheds by Stream Order Laws. J. Hydrol. Engrg., ASCE, 2(1):1-9.