Management of Fluid Mud in Estuaries, Bays, and Lakes. II: Measurement, Modeling, and ManagementSource: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001Author:William H. McAnally
,
Allen Teeter
,
David Schoellhamer
,
Carl Friedrichs
,
Douglas Hamilton
,
Earl Hayter
,
Parmeshwar Shrestha
,
Hugo Rodriguez
,
Alexandru Sheremet
,
Robert Kirby
DOI: 10.1061/(ASCE)0733-9429(2007)133:1(23)Publisher: American Society of Civil Engineers
Abstract: Techniques for measurement, modeling, and management of fluid mud are available, but research is needed to improve them. Fluid mud can be difficult to detect, measure, or sample, which has led to new instruments and new ways of using existing instruments. Multifrequency acoustic fathometers sense neither density nor viscosity and are, therefore, unreliable in measuring fluid mud. Nuclear density probes, towed sleds, seismic, and drop probes equipped with density meters offer the potential for accurate measurements. Numerical modeling of fluid mud requires solving governing equations for flow velocity, density, pressure, salinity, water surface, plus sediment submodels. A number of such models exist in one-, two-, and three-dimensional form, but they rely on empirical relationships that require substantial site-specific validation to observations. Management of fluid mud techniques can be classified as those that accomplish: Source control, formation control, and removal. Nautical depth, a fourth category, defines the channel bottom as a specific fluid mud density or alternative parameter as safe for navigation. Source control includes watershed management measures to keep fine sediment out of waterways and in-water measures such as structures and traps. Formation control methods include streamlined channels and structures plus other measures to reduce flocculation and structures that train currents. Removal methods include the traditional dredging and transport of dredged material plus agitation that contributes to formation control and/or nautical depth. Conditioning of fluid mud by dredging and aerating offers the possibility of improved navigability. Two examples—the Atchafalaya Bar Channel and Savannah Harbor—illustrate the use of measurements and management of fluid mud.
|
Collections
Show full item record
| contributor author | William H. McAnally | |
| contributor author | Allen Teeter | |
| contributor author | David Schoellhamer | |
| contributor author | Carl Friedrichs | |
| contributor author | Douglas Hamilton | |
| contributor author | Earl Hayter | |
| contributor author | Parmeshwar Shrestha | |
| contributor author | Hugo Rodriguez | |
| contributor author | Alexandru Sheremet | |
| contributor author | Robert Kirby | |
| date accessioned | 2017-05-08T20:45:37Z | |
| date available | 2017-05-08T20:45:37Z | |
| date copyright | January 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9429%282007%29133%3A1%2823%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26192 | |
| description abstract | Techniques for measurement, modeling, and management of fluid mud are available, but research is needed to improve them. Fluid mud can be difficult to detect, measure, or sample, which has led to new instruments and new ways of using existing instruments. Multifrequency acoustic fathometers sense neither density nor viscosity and are, therefore, unreliable in measuring fluid mud. Nuclear density probes, towed sleds, seismic, and drop probes equipped with density meters offer the potential for accurate measurements. Numerical modeling of fluid mud requires solving governing equations for flow velocity, density, pressure, salinity, water surface, plus sediment submodels. A number of such models exist in one-, two-, and three-dimensional form, but they rely on empirical relationships that require substantial site-specific validation to observations. Management of fluid mud techniques can be classified as those that accomplish: Source control, formation control, and removal. Nautical depth, a fourth category, defines the channel bottom as a specific fluid mud density or alternative parameter as safe for navigation. Source control includes watershed management measures to keep fine sediment out of waterways and in-water measures such as structures and traps. Formation control methods include streamlined channels and structures plus other measures to reduce flocculation and structures that train currents. Removal methods include the traditional dredging and transport of dredged material plus agitation that contributes to formation control and/or nautical depth. Conditioning of fluid mud by dredging and aerating offers the possibility of improved navigability. Two examples—the Atchafalaya Bar Channel and Savannah Harbor—illustrate the use of measurements and management of fluid mud. | |
| publisher | American Society of Civil Engineers | |
| title | Management of Fluid Mud in Estuaries, Bays, and Lakes. II: Measurement, Modeling, and Management | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2007)133:1(23) | |
| tree | Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001 | |
| contenttype | Fulltext |