Effects of consolidation time and particle size on scour rates of cohesive sediment* * Project supported by the National Natural Science Foundation of China (Grant No. 50679064), the Fund of Ph. D. Student Supervisor of Ministry of Education of China (Grant No. 20050486007) and the National Key Project for Basic Research (Grant No. 2003CB415200).

Journal of Hydrodynamics

Volumn 19, Issue 2, 2007, Pages 160-164

  TAN, Guang ming ^a   WANG, Jun ^a   SHU, Cai wen ^a   LAI, Yong hui ^a  

^a WUHAN UNIVERSITY   (China)

Author keywords

cohesive sediment; consolidation time; dry unit weight; scour rates

Indexed keywords

CONSOLIDATION; FLOW FIELDS; PARTICLE SIZE ANALYSIS; PROJECT MANAGEMENT;

COHESIVE SEDIMENTS; CONSOLIDATION TIME; DRY UNIT WEIGHT; SCOUR RATES;

SEDIMENTS;

EID: 34248669573     PISSN: 10016058     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1001-6058(07)60043-2     Document Type: Article

References (13)

1. ZHANG R.-jin. River and sediment mechanics [M] (1989), China Water Resources and Hydropower Press, Beijing 63-84 (in Chinese)
2. SHA Y.-qing. Sediment movement and introduction [M] (1965), China Industry Press, Beijing (in Chinese)
3. JESSE R., and RICH Jepsen. Effects of particle size and bulk density on erosion of quartz particles[J]. Journal of Hydraulic Engineering 124 12 (1998) 1261-1267
4. YANG M.-qing. The mud incipient motion formulas[J]. Journal of Hydrodynamics, Ser. A 11 1 (1996) 58-64 (in Chinese)
5. HUA J.-s., and WAN Z.-hui. Incipient motion law of cohesive soil and the mixture of cohesive sediment and coarse particle[J]. Advances in Water Science 3 4 (1992) 271-278 (in Chinese)
6. ZHANG L.-ding. Study on starting velocity of cohesive sediment[J]. Journal of Hydrodynamics, Ser. A 15 1 (2000) 82-88 (in Chinese)
7. HE W.-s., CAO S.-y., and FANG Duo. Transportation characteristic of bed load for non-uniform sediment with equivalent grain[J]. Journal of Hydrodynamics, Ser. B 14 3 (2002) 117-121
8. YANG S.-qing. Formula for sediment transport in river, estuaries, and coastal waters[J]. Journal of Hydraulic Engineering 131 11 (2005) 968-979
9. LI L.-p., and CUI Li. Prediction of maximum scour depth around large-diameter cylinder under the effects of both wave and current[J]. Journal of Hydrodynamics, Ser. B 17 1 (2005) 74-79
10. ZHAO M., TENG B., and LI L.-pu. Local scour around a large-scale vertical circular cylinder due to combined wave-current action[J]. Journal of Hydrodynamics, Ser. B 16 1 (2004) 7-16
11. HAN Q.-wei. Distributions and applications of deposit sediment dry unit weight[J]. Journal of Sediment Research 2 (1997) 10-15 (in Chinese).
12. DEY S. Local scour at piers, part I: A review of development of research[J]. Journal of International Sediment Research 12 2 (1997) 23-57
13. XIA Z.-x., and CAO R.-xuan. Reservoir sedimentation [M] (1979), China water resources and hydropower press, Beijing 124-140 (in Chinese)