Stream Restoration Design Approaches Sample Clauses

Stream Restoration Design Approaches. Using findings from the geomorphic evaluation as well as the hydrologic and hydraulics analysis, preliminary stream restoration designs will be developed as part of the project. The approach to channel restoration at the site is to accommodate the natural channel processes as much as possible while protecting the bridge structure, other adjacent infastructure, and upstream and downstream channel bed and banks from adverse impacts. It is likely the project will involve some level of channel realignment, reconstruction and protection of channel banks, and possibly some form of channel grade control. There is a wide range of accepted techniques and approaches to accomplish these objectives. For this project, they may include use of bioengineering techniques to stabilize new or existing streambanks, such as willow wattle fences, willow mattresses, live stakes, willow fascines, or interplanting of RSP. Bank protection could also involve use of rock vanes, groins, or deflectors (depending on channel slope) to deflect high water velocities and encourage depsotion along the toe of slopes. If channel-spanning grade control is needed to protect the upstream channel from incision, there are various solutions that provide fish passage and meet regulatory agency requirements. These include use of boulder weirs, rock chutes, and nature-like roughed channels. Some tequniques are beter suitable than others for sepecifc site conditions and constraints. The design team will develop the channel restoration design in close coorindation with the bridge replacement design, as they are highly inter-related. The restoration elements will be designed using results from hydrauilc model developed for the project. Detailed engineering drawings and specifications will be developed for the restoration elements to ensure they are constructed as intended. Findings from the geomorphic evaluation and the basis for the channel restoration design will be summarized in the Bridge Type Selection Report.
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