Herring River Hydrodynamic Modeling Draft Final Report
Woods Hole Group, Inc.. 2009. Herring River Hydrodynamic Modeling Draft Final Report. Woods Hole Group, Inc.
itst lex on Outer Cape Cod (-1). complexne systeuctuhrough a pricting Hests of aystem at Neck Road cross. The existing dsts of three 6-f an attached flow control structle sluice gate, which is current feet and allows bidirectional lverts have tidal flap gates, which are designedbbing (outgoing) tide. Thereforeto the Herring River system. Subpstream crossings (e.g., High ToPoint Road, Route 6, etc.) throusive existing and potential marsh plains, tributaries, significant area, surrounding infrastructtions that make up the Herring River system.The Herring River s he largetida river and estuary complFigure 1 It is a estuarim that is forced by sea level flations tmary inlet connerring River to Wellfleet Harbor. The inlet consi compound dike s the Chequessetting (Figure 1-2)ike system consioot wide box culverts, each withure. One culvert has an adjustably set to be partially open at 2tidal flow. The remaining two cu to permit flow only during an e, limited seawater is allowed insequent constrictions exist at uss Road, Pole Dike Road, Pamet ghout the system. The system is further complicated by the extenure, and varying and multiple natural and anthropogenic constric
- Type
- Unpublished Report
- Authors
- Woods Hole Group, Inc.
- Date of Issue
- 2009-06
- Publisher
- Woods Hole Group, Inc.
- Units
- CACO
- Keywords
- CACO, Cape Cod National Seashore, Herring River, Hydrodynamic, Hydrology, Modeling, Restoration, River, Salt Marsh, Wellfleet, Wellfleet Harbor, Woods Hole Group