Titlebook: Rivers – Physical, Fluvial and Environmental Processes; Paweł Rowiński,Artur Radecki-Pawlik Book 2015 Springer International Publishing Sw

Immortal

Fluvial Processes in Braided Rivers regions (e.g. from glacial areas to arid regions) and physiographic settings (e.g. from steep mountain areas to low coastal plains). This chapter aims to summarize the present knowledge about braided rivers and to point out some gaps that still require further research. The first part of the chapte

奖牌

疼死我了

Runoff Generation and Soil Erosion After Forest Fires from the Slopes to the Rivers at a Basin Scalet soil. Fire can modify the physical properties of soil; due to the combustion of vegetation and organic matter, some chemical substances appear and ashes are deposited in the soil surface in various quantities. During the combustion, there is a production of gases, which go to the atmosphere but so

Lumbar-Spine

One-Dimensional Modeling of Flows in Open Channelstudy is successful as long as the basic assumptions introduced during their derivation are fulfilled. Otherwise, some computational difficulties can occur. For this reason we would like to draw the readers’ attention only to such situations when special computational tricks or simplification of the governing equations should be applied.

使满足

Numerical Modeling of Free-Surface Flows in Practical Applicationsonsumption. The present chapter deals with the basics of numerical flow simulations in practical applications. Additionally, various example flow simulations are mentioned to give an impression about the development of numerical modeling in practical application for the past decade.

micronutrients

肥料

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DEI

Current Research and Challenges Related to Shallow Flows, and examples where roughness variations are the dominant mechanisms creating horizontal shear layers. In the latter cases, the contribution of secondary circulation to horizontal momentum transfer cannot be neglected, demonstrating the importance of three-dimensional effects in shallow flows.

Infelicity

Laboratory Models of Free-Surface Flowsdeling is very complex, this chapter intends to give a short overview on capacities and limits of hydraulic modeling in regard to river flows and hydraulic structures only. The reader shall get a first idea of modeling principles and basic considerations. More detailed information can be found in the references.