Relationships between physical‐geochemical soil properties and erodibility of streambanks among different physiographic provinces of Tennessee, USA

Mahalder Badal; Schwartz John S.; Palomino Angelica M.; Zirkle Jon

摘要

Abstract > Erosion of cohesive soils in fluvial environments is dependent on physical, geochemical and biological properties, which govern inter‐particle attraction forces and control detachment rates from stream beds and banks. Most erosion rate models are based on the excess shear stress equation where the soil erodibility coefficient ( <fi>k</fi> <sub> <fi>d</fi> </sub> ) is multiplied by the difference between the boundary hydraulic shear stress ( <fi>τ</fi> <sub> <fi>b</fi> </sub> ) and the soil critical shear stress ( <fi>τ</fi> <sub> <fi>c</fi> </sub> ). Both <fi>k</fi> <sub> <fi>d</fi> </sub> and <fi>τ</fi> <sub> <fi>c</fi> </sub> are a function of soil properties and must be obtained through <fi>in situ</fi> field or laboratory testing. Many studies have generated predictive relationships for <fi>k</fi> <sub> <fi>d</fi> </sub> and <fi>τ</fi> <sub> <fi>c</fi> </sub> derived from various soil properties. These studies typically were conducted in watersheds within a single physiographic region with a common surficial geology and/or investigated a limited number of soil properties, particularly geochemical properties. With widely reported differences in relationships between <fi>τ</fi> <sub> <fi>c</fi> </sub> and soil properties, this study investigated differences in predictive relationships for <fi>τ</fi> <sub> <fi>c</fi> </sub> among different physiographic provinces in Tennessee, USA. </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> <div class="translation abstracttxt"> <span class="zhankaihshouqi fivelineshidden" id="abstract"> <span>机译：</span><abstract xmlns =“http://www.wiley.com/namespaces/wiley”type =“main”xml：lang =“en”> <title type =“main”>抽象</ title> >侵蚀河流环境中的粘性土壤依赖于物理，地球化学和生物学性质，该性能控制粒子间吸引力和从流床和银行的控制脱离率。大多数侵蚀速率模型基于过量的剪切应力方程，其中土壤腐蚀系数（<fi> k </ fi> <sub> <fi> d </ fi> </ sub>）乘以边界之间的差异液压剪切应力（<fi>τ</ fi> <sub> <fi> b </ fi> </ sub>）和土壤临界剪切应力（<fi>τ</ fi> <sub> <fi> c </ fi> </ sub>）。 <fi> k </ fi> <sub> <fi> d </ fi> </ sub>和<fi>τ</ fi> <sub> <fi> c </ fi> </ sub>是一个土壤性质的功能，必须通过原位的</ Fi>领域或实验室测试获得。许多研究产生了对<fi> k </ fi> <sub> <fi> d </ fi> </ sub>和<fi>τ</ fi> <sub> <fi> c </ fi>的预测关系</ sub>来自各种土壤性质。这些研究通常在单一地理学区域内的流域进行，其具有常见的表谱地质和/或研究了有限数量的土壤性质，特别是地球化学性质。随着众所周知的报告<fi>τ</ fi> <sub> <fi> c </ fi> </ sub>和土壤属性之间的关系差异，本研究研究了<fi>τ</ fi>的预测关系差异<sub> <fi> c </ fi> </ sub>在美国田纳西州的不同地理省份中。 </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> </div> <div class="record"> <h2 class="all_title" id="enpatent33" >著录项</h2> <ul> <li> <span class="lefttit">来源</span> <div style="width: 86%;vertical-align: text-top;display: inline-block;"> <a href='/journal-foreign-22319/'>《Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group》</a> <b style="margin: 0 2px;">|</b><span>2018年第2期</span><b style="margin: 0 2px;">|</b><span>共16页</span> </div> </li> <li> <div class="author"> <span class="lefttit">作者</span> <p id="fAuthorthree" class="threelineshidden zhankaihshouqi"> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Mahalder Badal&option=202" target="_blank" rel="nofollow">Mahalder Badal;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Schwartz John S.&option=202" target="_blank" rel="nofollow">Schwartz John S.;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Palomino Angelica M.&option=202" target="_blank" rel="nofollow">Palomino Angelica M.;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Zirkle Jon&option=202" target="_blank" rel="nofollow">Zirkle Jon;</a> </p> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zkzz" style="display: none;">展开▼</span> </div> </li> <li> <div style="display: flex;"> <span class="lefttit">作者单位</span> <div style="position: relative;margin-left: 3px;max-width: 639px;"> <div class="threelineshidden zhankaihshouqi" id="fOrgthree"> <p>University of Tennessee Civil and Environmental EngineeringKnoxville Tennessee USA;</p> <p>University of Tennessee Civil and Environmental EngineeringKnoxville Tennessee USA;</p> <p>University of Tennessee Civil and Environmental EngineeringKnoxville Tennessee USA;</p> <p>Tennessee Department of TransportationNashville Tennessee USA;</p> </div> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zhdw" style="display: none;">展开▼</span> </div> </div> </li> <li > <span class="lefttit">收录信息</span> <span style="width: 86%;vertical-align: text-top;display: inline-block;"></span> </li> <li> <span class="lefttit">原文格式</span> <span>PDF</span> </li> <li> <span class="lefttit">正文语种</span> <span>eng</span> </li> <li> <span class="lefttit">中图分类</span> <span><a href="https://www.zhangqiaokeyan.com/clc/163.html" title="地球物理学">地球物理学;</a></span> </li> <li class="antistop"> <span class="lefttit">关键词</span> <p style="width: 86%;vertical-align: text-top;"> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=cohesive soils&option=203" rel="nofollow">cohesive soils;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=critical shear stress&option=203" rel="nofollow">critical shear stress;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=streambank erosion&option=203" rel="nofollow">streambank erosion;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=jet test device&option=203" rel="nofollow">jet test device;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=erodibility&option=203" rel="nofollow">erodibility;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=excess shear stress equation&option=203" rel="nofollow">excess shear stress equation;</a> </p> <div class="translation"> 机译：粘性土壤;临界剪切应力;流银行侵蚀;喷射试验装置;易用;过量的剪切应力方程; 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