Author: J. Christopher Hewlett
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 207
Book Description
Ship Navigation Simulation Study, Miami Harbor Navigation Improvement Project, Miami Florida
Author: J. Christopher Hewlett
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 207
Book Description
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 207
Book Description
Miami Harbor Navigation Study, Miami-Dade County
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 850
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 850
Book Description
Miami Harbor Navigation Study, Miami-Dade County
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 552
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 552
Book Description
Navigation Improvements at Miami Harbor, Florida
Author: United States. Office of the Assistant Secretary of the Army (Civil Works)
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 254
Book Description
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 254
Book Description
Ship Navigation Simulation Study, Jacksonville Harbor, St. Johns River, Florida; Volume 1: Main Text and Appendix A.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
The ship simulation study of St. Johns River, Jacksonville, Florida, included channel reaches from the outer entrance channel at the sea buoy to downtown Jacksonville, approximately 30 nautical miles. The study was performed to determine the effects of deepening the navigation channel from -38 ft msl to 42 ft msl. The proposed dredging would maintain the existing bank lines and bank slopes, extending the existing bank slope down to the deeper channel bottom, effectively reducing the channel width from 24 to 40 ft dependent on the bank slope. The initial plans examined were to deepen the entire channel without any widening and to deepen and widen the entire channeL Preliminary investigations conducted with pilots from the St Johns Pilots Association indicated that the unwidened channel would not seriously impact navigation, except for two away traffic. A third plan was developed that widened and deepened the channel reaches east of the Dames Point Bridge and only deepened the reaches west of the bridge, along with some realignments of reaches both east and west of the bridge. This plan, Plan C, was found to provide generally improved navigation as compared with the existing conditions.
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
The ship simulation study of St. Johns River, Jacksonville, Florida, included channel reaches from the outer entrance channel at the sea buoy to downtown Jacksonville, approximately 30 nautical miles. The study was performed to determine the effects of deepening the navigation channel from -38 ft msl to 42 ft msl. The proposed dredging would maintain the existing bank lines and bank slopes, extending the existing bank slope down to the deeper channel bottom, effectively reducing the channel width from 24 to 40 ft dependent on the bank slope. The initial plans examined were to deepen the entire channel without any widening and to deepen and widen the entire channeL Preliminary investigations conducted with pilots from the St Johns Pilots Association indicated that the unwidened channel would not seriously impact navigation, except for two away traffic. A third plan was developed that widened and deepened the channel reaches east of the Dames Point Bridge and only deepened the reaches west of the bridge, along with some realignments of reaches both east and west of the bridge. This plan, Plan C, was found to provide generally improved navigation as compared with the existing conditions.
Ship Navigation Simulation Study, Pascagoula Harbor Improvement Project, Pascagoula, Mississippi
Author: J. Christopher Hewlett
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 96
Book Description
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 96
Book Description
Navigation Study for Miami Harbor
Author: United States. Army. Corps of Engineers. Jacksonville District
Publisher:
ISBN:
Category : Dredging
Languages : en
Pages :
Book Description
The Dade County Department of Environmental Resources Management and other local interests request removal of sediments from the existing Miami Harbor (Miami River) Project and the Seybold Canal for the purposes of improving navigation efficiency and abating pollution. This report was prepared in response to that request through multiple congressional resolutions and authorizations. The results of these feasibility studies indicate that there is no apparent justification for either water quality work or new navigation improvements. This report does note an apparent justification for maintenance dredging of the Miami River. The removal of river sediments would allow deep draft vessels to more efficiently use the Miami River and would impede harmful sediments from being reintroduced into the river and transported to Biscayne Bay.
Publisher:
ISBN:
Category : Dredging
Languages : en
Pages :
Book Description
The Dade County Department of Environmental Resources Management and other local interests request removal of sediments from the existing Miami Harbor (Miami River) Project and the Seybold Canal for the purposes of improving navigation efficiency and abating pollution. This report was prepared in response to that request through multiple congressional resolutions and authorizations. The results of these feasibility studies indicate that there is no apparent justification for either water quality work or new navigation improvements. This report does note an apparent justification for maintenance dredging of the Miami River. The removal of river sediments would allow deep draft vessels to more efficiently use the Miami River and would impede harmful sediments from being reintroduced into the river and transported to Biscayne Bay.
Navigation Study for Miami Harbor Channel
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 50
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 50
Book Description
Ship Navigation Simulation Study, Jacksonville Harbor, St. Johns River, Florida
Author: Randy A. McCollum
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 181
Book Description
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 181
Book Description
Ship Navigation Simulation Study, Alafia River, Tampa Bay, Florida
Author: Edward F. Thompson
Publisher:
ISBN:
Category : Alafia River (Fla.)
Languages : en
Pages : 82
Book Description
A real time ship simulation investigation of the proposed design for deepening and widening the Alafia River Channel and turning basin, Tampa Bay, Florida, was conducted. Existing and proposed channel depths are 30 ft and 41 ft, respectively. The purpose of the study was to determine effects of proposed improvements on navigation with larger design ships and to assist in optimizing channel width and turning basin configuration required to efficiently navigate the study area. A numerical model of the existing channel from Hillsborough Bay Channel Cut C to the harbor area was developed. The model was verified by two members of the Tampa Bay Pilots Association. Numerical models of two plans were also developed. The investigation was conducted in Vicksburg, MS, on the U.S. Army Engineer Waterways Experiment Station ship simulator.
Publisher:
ISBN:
Category : Alafia River (Fla.)
Languages : en
Pages : 82
Book Description
A real time ship simulation investigation of the proposed design for deepening and widening the Alafia River Channel and turning basin, Tampa Bay, Florida, was conducted. Existing and proposed channel depths are 30 ft and 41 ft, respectively. The purpose of the study was to determine effects of proposed improvements on navigation with larger design ships and to assist in optimizing channel width and turning basin configuration required to efficiently navigate the study area. A numerical model of the existing channel from Hillsborough Bay Channel Cut C to the harbor area was developed. The model was verified by two members of the Tampa Bay Pilots Association. Numerical models of two plans were also developed. The investigation was conducted in Vicksburg, MS, on the U.S. Army Engineer Waterways Experiment Station ship simulator.