Bewässerungs- und Entwässerungssystemtechnik | 1

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class="col-sm"> <h2 class="text-primary font-size-6 my-3 border-bottom-2 border-yellow-900 pb-2">Volumen 1, Ausgabe 2 (2012)</h2> <div class="border-bottom-1 py-2"> <div class="d-flex w-100 justify-content-between mb-1"> <span class="align-self-center"> Rezensionsartikel </span> </div> <h3 class="mb-2 font-size-4"><a href="https://german.hilarispublisher.com/abstract/one-dimensional-numerical-simulation-of-bed-changes-in-irrigation-channels-using-finite-volume-method-19297.html" title="One Dimensional Numerical Simulation of Bed Changes in Irrigation Channels using Finite Volume Method">One Dimensional Numerical Simulation of Bed Changes in Irrigation Channels using Finite Volume Method</a></h3> <p class="mb-2 font-size-3 text-muted"> <i class="fas fa-user"></i> Xin Liu, Abdolmajid Mohammadian and Julio Angel Infante Sedano </p> <div class="row justify-content-between align-items-center"> <div class="col pl-0"> <a class="btn btn-link" data-toggle="collapse" href="#collapseAbstract191616" role="button" aria-expanded="false" aria-controls="collapseAbstract"> Abstrakt </a> </div> <div class="col-sm-auto"> <nav class="nav a-mx-2"> <a href="https://german.hilarispublisher.com/abstract/one-dimensional-numerical-simulation-of-bed-changes-in-irrigation-channels-using-finite-volume-method-19297.html" title="klicken Sie hier" class="card-link border-bottom-2 yellow-900 border-yellow-900"><i class="fas fa-file-alt fa-lg"></i> Abstrakt</a> </nav> </div> </div> <div class="collapse" id="collapseAbstract191616"> <div class="card card-body p-2 bg-light"><p>A one-dimensional Saint Venant model is developed using the Einstein sediment transport formula for simulating hydraulics and bed changes in irrigation channels. The governing equations are discretized using Finite Volume Method. The Central-Upwind method is used in this study to calculate the numerical flux. The model gives a stable and good prediction of sub, super and transcritical flows and captures harp changes such as hydraulic jump without leading to numerical oscillation or diffusion. An experimental test case is adopted to examine the performance of this mode. The simulated results show a good agreement with experimental data in the upstream section, and can predict an average value of measured profile in the downstream section of a steep channel. The knick point movement is successfully predicted by the model. The model appears to be a potential and reasonably accurate tool to predict bed changes in irrigation channels due to the water flow.</p> </div> </div> </div> </div> <div class="col-12 col-sm-3">  <div class="mb-3"> <h4>Zeitschriften-Highlights</h4> <nav class="nav flex-column scrollbar a-pl-0" style="max-height:50vh;"> <a href="https://german.hilarispublisher.com/scholarly/sewage-management-journals-articles-ppts-list-325.html" class="nav-link" title="Abwassermanagement" title="klicken Sie hier"><i class="far fa-hand-point-right"></i> Abwassermanagement</a> <a href="https://german.hilarispublisher.com/scholarly/irrigation-journals-articles-ppts-list-279.html" class="nav-link" title="Bewässerung" title="klicken Sie hier"><i class="far fa-hand-point-right"></i> Bewässerung</a> <a href="https://german.hilarispublisher.com/scholarly/irrigation-management-journals-articles-ppts-list-288.html" class="nav-link" title="Bewässerungsmanagement" title="klicken Sie hier"><i class="far 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