DISTRIBUTION OF SUSPENDED SEDIMENT IN A PARTIALLY MIXED ESTUARY, CHARLESTON-HARBOR, SOUTH-CAROLINA, USA

被引:18
作者
ALTHAUSEN, JD
KJERFVE, B
机构
[1] UNIV S CAROLINA,DEPT GEOL SCI,COLUMBIA,SC 29208
[2] UNIV S CAROLINA,BELLE W BARUCH INST MARINE BIOL & COASTAL RES,COLUMBIA,SC 29208
[3] UNIV S CAROLINA,MARINE SCI PROGRAM,COLUMBIA,SC 29208
关键词
FRESH WATER DISCHARGE; PARTIALLY MIXED ESTUARY; SLACK WATER; SUSPENDED SEDIMENT; TIDES; TRANSMISSIVITY; TURBIDITY MAXIMUM ZONE; USA COAST;
D O I
10.1016/S0272-7714(05)80028-9
中图分类号
Q17 [水生生物学];
学科分类号
071004 ;
摘要
A well-defined turbidity maximum zone (TMZ) exists 15-45 km upstream of the entrance to Charleston Harbor, South Carolina, on the Cooper River, where the salinity varies between 5-15 ppt. The TMZ is characterized by less than 60% light transmission over a 5 cm path-length near the bottom, as compared to 70-90% light transmission elsewhere. The TMZ oscillates along the Cooper River 3-13 km during a tidal cycle. The range of total suspended sediment (TSS) concentration is 40-100 mg l-1 in the TMZ, while 10-30 mg l-1 is the most common TSS concentration elsewhere in the estuarine portion of Charleston Harbor and the Cooper River. Transmissivity is well-correlated with TSS (r2 = 0·77) throughout the estuary. TSS concentration depends largely on tidal stage and varies significantly from spring to neap tide. Spring tide TSS concentrations are 2-3 times greater than concentrations during neap tides. The net downstream transport of suspended sediment is primarily a function of fresh water discharge, but is particularly large when flood events coincide with spring tides as was evident during the sampling of the TMZ following Hurricane Hugo (22 September 1989). © 1992 Academic Press Limited.
引用
收藏
页码:517 / 531
页数:15
相关论文
共 42 条
[1]  
ABRAHAM G, 1988, PHYSICAL PROCESSES E, P149
[2]  
AUBREY DG, 1986, PHYSICS SHALLOW ESTU, P245
[3]   SOURCES AND DISTRIBUTION OF SUSPENDED SEDIMENT IN NORTHERN CHESAPEAKE-BAY [J].
BIGGS, RB .
MARINE GEOLOGY, 1970, 9 (03) :187-&
[4]  
BLUMBERG AF, 1977, J HYDR ENG DIV-ASCE, V103, P1
[5]   REDIVERSION SALINITY CHANGE IN THE COOPER RIVER, SOUTH-CAROLINA - ECOLOGICAL IMPLICATIONS [J].
BRADLEY, PM ;
KJERFVE, B ;
MORRIS, JT .
ESTUARIES, 1990, 13 (04) :373-379
[6]  
CONOMOS TJ, 1976, ESTUARINE PROCESSES, V2, P82
[7]   TURBIDITY MAXIMUM MIGRATION AND HARBOR SILTATION IN THE TAY ESTUARY [J].
DOBEREINER, C ;
MCMANUS, J .
CANADIAN JOURNAL OF FISHERIES AND AQUATIC SCIENCES, 1983, 40 :117-129
[8]  
Dyer KR., 1986, COASTAL ESTUARINE SE, P358, DOI [10.1002/9781118669280.oth1, DOI 10.1002/9781118669280.OTH1]
[9]   TURBIDITY MAXIMA IN PARTIALLY MIXED ESTUARIES - 2-DIMENSIONAL NUMERICAL-MODEL [J].
FESTA, JF ;
HANSEN, DV .
ESTUARINE AND COASTAL MARINE SCIENCE, 1978, 7 (04) :347-359
[10]   2-DIMENSIONAL NUMERICAL-MODEL OF ESTUARINE CIRCULATION - EFFECTS OF ALTERING DEPTH AND RIVER DISCHARGE [J].
FESTA, JF ;
HANSEN, DV .
ESTUARINE AND COASTAL MARINE SCIENCE, 1976, 4 (03) :309-323