Runoff generation and routing on artificial slopes in a Mediterranean–continental environment: the Teruel coalfield,Spain     

Jos‐Manuel Nicolau 《水文研究》2002,16(3):631-647

The aim of this study was to identify the mechanisms of runoff generation and routing and their controlling factors at the hillslope scale, on artificial slopes derived from surface coal mining reclamation in a Mediterranean–continental area. Rainfall and runoff at interrill and microcatchment scales were recorded for a year on two slopes with different substrata: topsoil cover and overburden cover. Runoff coefficient and runoff routing from interrill areas to microcatchment outlets were higher in the overburden substratum than in topsoil, and greater in the most developed rill network. Rainfall volume is the major parameter responsible for runoff response on overburden, suggesting that this substratum is very impermeable—at least during the main rainfall periods of the year (late spring and autumn) when the soil surface is sealed. In such conditions, most rainfall input is converted into runoff, regardless of its intensity. Results from artificial rainfall experiments, conducted 3 and 7 years after seeding, confirm the low infiltration capacity of overburden when sealed. The hydrological response shows great seasonal variability on the overburden slope in accordance with soil surface changes over the year. Rainfall volume and intensities (I₃₀, I₆₀) explain runoff at the interrill scale on the topsoil slope, where rainfall experiments demonstrated a typical Hortonian infiltration curve. However, no correlation was found at the microcatchment level, probably because of the loss of functionality of the only rill as ecological succession proceeded. The runoff generation mechanism on the topsoil slope is more homogeneous throughout the year. Runoff connectivity, defined as the ratio between runoff rates recorded at the rill network scale and those recorded at the interrill area scale in every rainfall event, was also greater on the rilled overburden slope, and in the most developed rill network. The dense rill networks of the overburden slope guarantee very effective runoff drainage, regardless of rainfall magnitude. Rills drain overland flow from interrill‐sealed areas, reducing the opportunity of reinfiltration in areas not affected by siltation. Runoff generation and routing on topsoil slopes are controlled by grass cover and soil moisture content, whereas on overburden slopes rill network density and soil moisture content are the main controlling factors. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Modal synthesis of high-frequency waves in Scotland   总被引：1，自引：0，他引：1  

C. D. MacBeth  G. F. Panza 《Geophysical Journal International》1989,96(2):353-364

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关于积云增雨和实施方案的探讨   总被引：2，自引：1，他引：1  

许焕斌  田利庆  段英 《气象科技》2005,(Z1)

在综合雷雨云式的积云降水特点和归纳观测及理论结果的基础上,用数值模拟研究了阵雨形成机制,发现雷雨云式的积云结构类似于雹云,也存在着水平风“零域”和成雨“穴道”,大粒子群向这里集中并累积,然后再下泻成阵雨。据此提出了积云人工增雨的动力学根据和设计实施方案的要领,并给出了积云人工增雨作业部位、时机的概念模型。  相似文献   

海河平原东部地区地面沉降机理与趋势   总被引：8，自引：0，他引：8  

张光辉  费宇红  聂振龙  申建梅  李惠娣  王金哲 《中国地质灾害与防治学报》2005,16(1):13-17

海河平原东部地区是中国水资源最紧缺的地区之一。地下水开采量占该地区供水总水量的60％以上。深、浅层地下水超采量均超过500亿m^3。该区也是山前拦蓄地表径流最高的地区,大小水库达1820多座,拦蓄能力320亿m^3,控制山区流域面积近90％。在地下水补给源减少与大规模超采地下水的综合作用下,造成平原区河流干涸、地下水水位持续下降、含水层疏干及地面沉降等环境地质问题。同时诱发了含水层之间强越流渗透以求动力场平衡问题,第四系松散地层出现垂向压密而导致地层塑性变形。在滨海平原区,区域性地层垂向压密变形存在缓慢发展趋势。研究表明,地面沉降致灾过程至少存在3个阶段,即自然沉降机制阶段、缓变劣变质变阶段以及快速衰变破坏阶段。缓变劣变质变阶段是采取措施减灾最佳时期。  相似文献   

建平地区太古宙变质杂岩构造变形及演化特征     

张国仁 《国土资源》1992,(1)

建平地区太古宙变质岩石发育,地质构造复杂。近年研究表明:区内太古宙变质杂岩是由多期变质、变形的中酸性深成侵入岩和少量上壳岩组成,可划分出变质上壳岩组合、叶柏寿片麻岩、斜长片麻岩和二长片麻岩4个岩石单位。本文主要对区内太古宙变质杂岩的构造变形及构造演化进行讨论,初步确定了早期韧性变形阶段(鞍山期划分4个变形幕)和晚期脆性变形阶段(印支—燕山期)。构造层次由早期深部层次向晚期浅层演化;其变形由流动机制—压扁机制—弯曲机制—韧性剪切机制到剪切破裂机制的演化。  相似文献   

建平地区三座庙序列侵入岩侵位机制讨论     

费平  赵凤顺 《国土资源》1992,(4)

通过野外对三座庙序列侵入岩的岩体平面与剖面形态、岩体的内部构造、岩石与围岩的构造型式、接触带的度形特征等宏观地质特征的研究,推测岩体侵入位机制为强力挤入方式定位,即气球膨张式。笔者运用岩石的有限应变测量原理和方法,结合岩组分析及流变学、现代变形理论,对三座庙序列的侵入岩岩石做了有限应变测量和岩组分析工作,所得定量资料为确定岩体的浸位机制提供了理论依据。三种岩石有限应变测量,即:算术平均法、长短轴法、Rf/φ曲线法的富林指数k值均在0相似文献   

Wind tunnel simulation experiment and investigation on the electrification of sandstorms     

QU Jianjun  YAN Muhong  DONG Guangrong  ZHANG Hongfa  ZU Ruiping  TUO Wanquan  ZHAO Aiguo  XlAO Zhenghua  LI Fang & YANG Bao Key Laboratory of Desert  Desertification  Cold  Arid Regions Environmental  Engineering Research Institute  Shapotou Desert Research  Experiment Station  Chinese Academy of Sciences  Lanzhou  China 《中国科学D辑(英文版)》2004,47(6):529-539

~~Wind tunnel simulation experiment and investigation on the electrification of sandstorms~~  相似文献   

花江喀斯特峡谷地区石漠化成因初探   总被引：23，自引：1，他引：22  

李阳兵  王世杰  李瑞玲  熊康宁 《水文地质工程地质》2004,31(6):37-42

花江喀斯特峡谷区地下水埋藏深,地表干旱,存在显著的人为加速土壤侵蚀过程,植被次生性明显,生境干热特征显著,是已石漠化和半石漠化的生态系统。其中地质构造、地貌演化、岩溶形态、可开发利用的水资源、植被群落可能是石漠化过程的主要自然成因,以土地利用为表现形式的强烈人类活动是石漠化的驱动力。基于此,提出了石漠化地区的土地利用方式和生态恢复过程的建议,旨在为石漠化的演化研究及生态重建提供参考。  相似文献   

海拉尔盆地贝尔凹陷布达特群水力破裂的岩石学特征及其成因探讨   总被引：8，自引：2，他引：6  

张新涛  刘立  任延广  邵红梅  马瑞 《世界地质》2004,23(4):343-347

海拉尔盆地贝尔凹陷布达特群凝灰质泥岩中发育大量凝灰质泥岩角砾。岩芯及透射光显微镜观察发现,这是一种水力破裂体系中流体和岩石作用的产物一水压碎屑岩。水压碎屑岩的岩石学特征表现为：角砾之间具有可拼合性、岩芯横切面上发育大量“T”型垂直裂缝、微细纤维状铁白云石脉对壁生长。水力破裂作用的成因主要与布达特群岩性组合特征、构造-流体作用有关。  相似文献   

加强高土石坝抗震研究的现实意义及工作展望   总被引：13，自引：0，他引：13  

赵剑明  常亚屏  陈宁 《世界地震工程》2004,20(1):95-99

围绕西部大开发和南水北调战略的需要,对高土石坝抗震研究的现实意义和若干关键问题及研究现状进行了论述。并针对高土石坝震害资料获取与整理、坝料动力特性研究、多耦合非线性动力分析理论和方法、动力破损特征与地震灾害机理、地震安全评价与震害预测的基本理论、抗震设计及抗震措施、震灾机理和抗震理论的动力模型试验等研究提出了工作设想和展望,并提出了建立土石坝地震安全评价及防灾对策专家系统的基本思路。  相似文献