Wind-driven nearshore sediment resuspension in a deep lake during winter

被引:29
作者
Reardon, Kristin E. [1 ,2 ]
Bombardelli, Fabian A. [1 ]
Moreno-Casas, Patricio A. [1 ,3 ]
Rueda, Francisco J. [4 ,5 ]
Schladow, S. Geoffrey [1 ,2 ]
机构
[1] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA
[2] Univ Calif Davis, Tahoe Environm Res Ctr, Incline Village, NE USA
[3] Univ Los Andes, Fac Ingn & Ciencias Aplicadas, Santiago, Chile
[4] Univ Granada, Water Res Inst, Granada, Spain
[5] Univ Granada, Dept Civil Engn, Granada, Spain
关键词
SUSPENDED SEDIMENT; OSCILLATORY WAVES; WATER CLARITY; ENTRAINMENT; SHALLOW; TAHOE; SUSPENSION; TRANSPORT; DYNAMICS; MODEL;
D O I
10.1002/2014WR015396
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Ongoing public concern over declining water quality at Lake Tahoe, California-Nevada (USA) led to an investigation of wind-driven nearshore sediment resuspension that combined field measurements and modeling. Field data included: wind speed and direction, vertical profiles of water temperature and currents, nearbed velocity, lakebed sediment characteristics, and suspended sediment concentration and particle size distribution. Bottom shear stress was computed from ADV-measured nearbed velocity data, adapting a turbulent kinetic energy method to lakes, and partitioned according to its contributions attributed to wind-waves, mean currents, and random motions. When the total shear stress exceeded the critical shear stress, the contribution to overall shear stress was about 80% from wind-waves and 10% each from mean currents and random motions. Therefore, wind-waves were the dominant mechanism resulting in sediment resuspension as corroborated by simultaneous increases in shear stress and total measured sediment concentration. The wind-wave model STWAVE was successfully modified to simulate wind-wave-induced sediment resuspension for viscous-dominated flow typical in lakes. Previous lake applications of STWAVE have been limited to special instances of fully turbulent flow. To address the validity of expressions for sediment resuspension in lakes, sediment entrainment rates were found to be well represented by a modified 1991 Garcia and Parker formula. Last, in situ measurements of suspended sediment concentration and particle size distribution revealed that the predominance of fine particles (by particle count) that most negatively impact clarity was unchanged by wind-related sediment resuspension. Therefore, we cannot assume that wind-driven sediment resuspension contributes to Lake Tahoe's declining nearshore clarity.
引用
收藏
页码:8826 / 8844
页数:19
相关论文
共 49 条
[41]  
Smith J. M., 2006, I69 CHETN US ARM ENG
[42]  
Smith J. M., 2007, TNSWWRP075 ERDC US A
[43]  
SMITH JM, 2001, SR011 ERDCCHL US ARM
[44]  
Sumer B. M., 1997, ADV SER OCEAN ENG, V12
[45]   PROPOSED MECHANISM FOR SEDIMENT ENTRAINMENT BY TURBULENT FLOWS [J].
SUTHERLA.AJ .
JOURNAL OF GEOPHYSICAL RESEARCH, 1967, 72 (24) :6183-&
[46]   Water clarity modeling in Lake Tahoe: Linking suspended matter characteristics to Secchi depth [J].
Swift, TJ ;
Perez-Losada, J ;
Schladow, SG ;
Reuter, JE ;
Jassby, AD ;
Goldman, CR .
AQUATIC SCIENCES, 2006, 68 (01) :1-15
[47]  
Taylor K., 2004, DHS PUBL
[48]   SEDIMENT TRANSPORT .2. SUSPENDED-LOAD TRANSPORT [J].
VANRIJN, LC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (11) :1613-1641
[49]   A scale of grade and class terms for clastic sediments [J].
Wentworth, CK .
JOURNAL OF GEOLOGY, 1922, 30 (05) :377-392