2013
DOI: 10.1061/(asce)hy.1943-7900.0000728
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Driftwood: Risk Analysis and Engineering Measures

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Cited by 92 publications
(71 citation statements)
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“…The interaction between wood and bridges during floods has also been investigated (Schmocker and Weitbrecht, 2013). Only recently, laboratory experiments have been used to investigate the interaction between large wood and river morphology, relating bed forms and sediment dynamics with wood dispersal Bertoldi et al, 2014).…”
Section: Introductionmentioning
confidence: 99%
“…The interaction between wood and bridges during floods has also been investigated (Schmocker and Weitbrecht, 2013). Only recently, laboratory experiments have been used to investigate the interaction between large wood and river morphology, relating bed forms and sediment dynamics with wood dispersal Bertoldi et al, 2014).…”
Section: Introductionmentioning
confidence: 99%
“…As already pointed out by Rimböck (2004) and Lange and Bezzola (2006), the efficiency of wood-trapping structures is strongly augmented when the sediment and the wood phases are kept separated in space, typically by using more than one structure. Indeed, recent approaches tested in flume experiments consist in spatially separating the wood and sediment retention functions and, ideally, also the outlet structure for a controlled flood discharge (Schmocker and Weitbrecht, 2013;Friedl and Weitbrecht, 2014). These concepts were found to have a better performance for flood hazard reduction than traditional concepts for wood retention.…”
mentioning
confidence: 99%
“…Upstream flow constrictions at bridges and culverts and ineffective energy dissipation downstream may endanger these structures due to scour or sedimentation and clogging with debris upstream (Richardson et al 2001;Gschnitzer et al 2017;Schmocker and Weitbrecht 2013). Downstream scour and high flow velocity through these structures may block fish passage and decrease habitat for the aquatic insect community (Blakely et al 2006;Anderson et al 2012) Wider spans that, at a minimum, are sized to bankfull flow width and proper placement and alignment of bridges away from actively migrating reaches of a channel reduces scour potential.…”
Section: Riverine Infrastructure Management Challenges Management Solmentioning
confidence: 99%
“…As an example, the "Stream Simulation" approach for designing road-stream crossings restores geomorphic and ecological function, provides aquatic organism passage, and improves infrastructure flood resiliency (Cenderelli et al 2011;Gillespie et al 2014). Driftwood bypass or retention structures can be another effective way to decrease blockage at stream crossings (Schmocker and Weitbrecht 2013) Streamside infrastructure Pipelines carrying water, waste water, fossil fuels, and hazardous chemicals cross or parallel streams Pipelines can become exposed by gradual or abrupt stream movement and then subjected to hydraulic forces and debris racking during floods leading to ruptures and risks to aquatic and habitat and species (Castro et al 2015) Appropriate lateral setbacks and vertical burial depths for new pipelines are necessary to mitigate the potential for pipeline exposure and rupture. Event-based scour and long-term channel incision along with lateral migration should be evaluated by a fluvial geomorphologist (NRCS 2007b; PHMSA 2016) Levees, embankments, and dikes have been constructed to protect agriculture and development in otherwise flood-prone areas By reducing the hydrologic connection with the floodplain, levees increase flood levels elsewhere, increase stream velocity, and reduce available floodplain and riparian habitat.…”
Section: Riverine Infrastructure Management Challenges Management Solmentioning
confidence: 99%