Calculating Shear Stress at Channel-Overbank Interfaces in Straight Channels with Vegetated Floodplains-Reference-Cited by-同舟云学术

Calculating Shear Stress at Channel-Overbank Interfaces in Straight Channels with Vegetated Floodplains

Published:2000-12 Issue:12 Volume:126 Page:929-936
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Thornton Christopher I.¹²³⁴⁵,Abt Steven R.¹²³⁴⁵,Morris Chad E.¹²³⁴⁵,Fischenich J. Craig¹²³⁴⁵

Affiliation:

1. Member, ASCE

2. Fellow, ASCE

3. Res. Asst. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523.

4. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO.

5. Hydr. Engr., Mussetter Engineering, Inc., Fort Collins, CO 80525.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282000%29126%3A12%28929%29

Reference17 articles.

1. Baird J. I. and Ervine D. A. ( 1984). “Resistance to flow in channels with overbank flood plain flow.” Proc. 1st Int. Conf. on Channels and Channel Control Struct. Springer Verlag Session 4A 4.137–4.150.

2. Crory P. M. and Elsawy E. M. ( 1980). “An experimental investigation into the interaction between a river's deep section and its floodplain.” Symp. on River Engrg. and Its Interaction with Hydrological and Hydr. Res. Int. Assoc. for Hydr. Res. Belgrade Yugoslavia.

3. Dudley S. ( 1997). “Vegetation measurements for estimating flow resistance.” PhD dissertation Colorado State Univ. Fort Collins Colo.

4. Fukuoka S. and Fujita K. ( 1990). “Prediction method of flow resistance in rivers with compound channels and application to river course design.” Proc. Int. Conf. of River Flood Hydr. England September 113–122.

5. Ghosh S. N. and Jena S. B. ( 1971). “Boundary shear distribution in open channel compound.” Proc. Inst. of Civ. Engrs. 49(Aug.) 417–430.

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