水利学报
水利學報
수리학보
2012年
11期
1322-1327
,共6页
舒安平%杨凯%李芳华%潘华利
舒安平%楊凱%李芳華%潘華利
서안평%양개%리방화%반화리
非均质泥石流%容重%粒度变化%粒序分布
非均質泥石流%容重%粒度變化%粒序分佈
비균질니석류%용중%립도변화%립서분포
non-homogeneous debris flow%weight gravity%grain size variation%grain order distribution
以非均质泥石流为研究对象,通过实施云南东川蒋家沟泥石流堆积过程现场模拟实验,首先分析非均质泥石流堆积物颗粒级配组成的平面变化特点,即容重较低的稀性泥石流堆积扇两侧及前缘细颗粒较多,而容重较高的黏性泥石流堆积扇的两侧及前缘粗颗粒较多,并得出非均质泥石流堆积物中值粒径随泥石流容重减小而降低的结果;在此基础上,进一步分析泥石流堆积物垂向粒序分布特征,结果表明蒋家沟泥石流容重较小时泥石流堆积物颗粒垂向呈现正粒序分布,否则呈现反粒序分布或混杂粒序分布。本文研究成果对下一阶段建立泥石流堆积动力学模型及预测堆积成灾规模奠定了基础。
以非均質泥石流為研究對象,通過實施雲南東川蔣傢溝泥石流堆積過程現場模擬實驗,首先分析非均質泥石流堆積物顆粒級配組成的平麵變化特點,即容重較低的稀性泥石流堆積扇兩側及前緣細顆粒較多,而容重較高的黏性泥石流堆積扇的兩側及前緣粗顆粒較多,併得齣非均質泥石流堆積物中值粒徑隨泥石流容重減小而降低的結果;在此基礎上,進一步分析泥石流堆積物垂嚮粒序分佈特徵,結果錶明蔣傢溝泥石流容重較小時泥石流堆積物顆粒垂嚮呈現正粒序分佈,否則呈現反粒序分佈或混雜粒序分佈。本文研究成果對下一階段建立泥石流堆積動力學模型及預測堆積成災規模奠定瞭基礎。
이비균질니석류위연구대상,통과실시운남동천장가구니석류퇴적과정현장모의실험,수선분석비균질니석류퇴적물과립급배조성적평면변화특점,즉용중교저적희성니석류퇴적선량측급전연세과립교다,이용중교고적점성니석류퇴적선적량측급전연조과립교다,병득출비균질니석류퇴적물중치립경수니석류용중감소이강저적결과;재차기출상,진일보분석니석류퇴적물수향립서분포특정,결과표명장가구니석류용중교소시니석류퇴적물과립수향정현정립서분포,부칙정현반립서분포혹혼잡립서분포。본문연구성과대하일계단건립니석류퇴적동역학모형급예측퇴적성재규모전정료기출。
As a subject of non-homogeneous debris flow, according to the field experimental resuhs carried out at Jiangjia Gully, Yunnan Province, it has been indicated by our analysis that the plane grain size distribution properties of the debris flow depositing materials, such as, depositing more fine particle at two sides and front of debris flow with less unit weight and more coarse particle at two sides and the front of debris flow with more unit weight. Furthermore, the medium diameter for non-homogeneous debris flow is less with deceasing of unit weight. It shows that the vertical grain order distribution characteristics for the non-homogeneous debris flow is divided by the unit weight of 2.234t/m3, less than this value the order distribution of deposition will appear obverse graded bedding, otherwise behaviors reverse graded bedding or mixed grain bedding. Such results have laid the groundwork for establishing the dynamically deposited model and forecasting the scale of deposition disaster for non-homogeneous debris flow.