Historical water management in the river basin of the Baaksche Beek and the adaptations to the water system as a result of change in land use     

H.Th.L. Massop  J.W.J. van der Gaast 《Physics and Chemistry of the Earth》2009,34(3):192-199

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Charting the emergence of ‘global water initiatives’ in world water governance     

Robert G. Varady  Katharine Meehan 《Physics and Chemistry of the Earth》2009,34(3):150-155

Over the last century, the aperture of water governance has widened beyond local and regional schemes to include a growing number of dynamic organizations and events with a “global” scope. Until recently, little had been written about the historical development of global water governance, institutional connectivity within the field, or key organizational successes and failures as perceived by water experts. This paper provides water scientists, managers, policymakers, and those with an interest in international water issues with an overview of global initiatives. It charts the emergence of a set of institutions and events, referred to as “global water initiatives,” or GWIs, using a survey of water experts and other research. Institutional diversity among GWIs is described by defining four distinct types of initiatives and specific differences in scope and programmatic orientation. This overview also entails the historical paradigms of water management, evaluation of the results of the growth and proliferation of numerous new GWIs in recent decades, and some recommendations for supporting and sustaining GWI efforts in order to foster and improve multilevel water management in the future.  相似文献   

Performance of A Combination Process of UV/H2O2/Micro‐Aeration for Oxidation of Dichloroacetic Acid in Drinking Water     

WenHai Chu  N. Y. Gao  Y. Deng 《洁净——土壤、空气、水》2009,37(3):233-238

The decomposition of dichloroacetic acid (DCAA) in water using a UV/H₂O₂/micro‐aeration process was investigated in this paper. DCAA cannot be removed by UV radiation, H₂O₂ oxidation or micro‐aeration alone, while UV/H₂O₂/micro‐aeration combination processes have proved effective and can degrade this compound completely. With initial concentrations of about 110 μg/L, more than 95.1% of DCAA can be removed in 180 min under UV intensity of 1048.7 μW/cm², H₂O₂ dosage of 30 mg/L and micro‐aeration flow rate of 2 L/min. However, more than 30 μg/L of DCAA was left after 180 min by UV/H₂O₂ combination process without micro‐aeration with the same UV intensity and H₂O₂ dosage. The effects of applied UV radiation intensity, H₂O₂ dose, initial DCAA concentration and pH on the degradation of DCAA have been examined in this study. Degradation mechanisms of DCAA with hydroxyl radical oxidation have been discussed. The removal rate of DCAA was sensitive to operational parameters. There was a linear relationship between rate constant k and UV intensity and initial H₂O₂ concentration, which indicated that a higher removal capacity can be achieved by improvement of both factors. A newly found nitrogenous disinfection by‐product (N‐DBP)‐DCAcAm, which has the potential to form DCAA, was easier to remove than DCAA by UV/H₂O₂ and UV/H₂O₂/micro‐aeration processes. Finally, a preliminary cost comparison revealed that the UV/H₂O₂/micro‐aeration process was more cost‐effective than the UV/H₂O₂ process in the removal of DCAA from drinking water.  相似文献   

Characteristics of coseismic water level changes at Tangshan well for the Wenchuan M_S8.0 earthquake and its larger aftershocks          下载免费PDF全文

Baojun Yin  Li Ma  Huizhong Chen  Jianping Huang  Chaojun Zhang  Wuxing Wang 《地震科学（英文版）》2009,22(2):149-157

Coseismic water level changes which may have been induced by the Wenchuan M_S8.0 earthquake and its 15 larger aftershocks (M_S≥?5.4) have been observed at Tangshan well. We analyze the correlation between coseismic parameters (maximum amplitude, duration, coseismic step and the time when the coseismic reach its maximum amplitude) and earthquake parameters (magnitude, well-epicenter distance and depth), and then compare the time when the coseismic oscillation reaches its maximum amplitude with the seismogram from Douhe seismic station which is about 16.3 km away from Tangshan well. The analysis indicates that magnitude is the main factor influencing the induced coseismic water level changes, and that the well-epicenter distance and depth have less influence. M_S magnitude has the strongest correlation with the coseismic water level changes comparing to M_W and M_L magnitudes. There exists strong correlation between the maximum amplitude, step size and the oscillation duration. The water level oscillation and step are both caused by dynamic strain sourcing from seismic waves. Most of the times when the oscillations reach their maximum amplitudes are between S and Rayleigh waves. The coseismic water level changes are due to the co-effect of seismic waves and hydro-geological environments.  相似文献   

Evaporation Process in Soil Surface Containing Calcic Nodules on the Northern Loess Plateau of China by Simulated Experiments     

Yuanjun Zhu  Ming'an Shao  Hongbo Shao 《洁净——土壤、空气、水》2009,37(11):866-871

Soil containing calcic nodules is widely present on the northern Loess Plateau of China owing to soil genesis under local climate conditions. In most studies, little attention is payed to the effect of calcic nodules on soil evaporation and ecoenvironment, resulting in inaccurate evaporation estimation in this kind of soil and further improper field water management measures and irrigation effects. In this paper, soil column experiments were conducted in order to investigate evaporation process in soil containing calcic nodules and the effect of calcic nodules on soil evaporation was determined. The results indicated that evaporation reduction was positively related to calcic nodule content (CNC = mass of calcic nodules/total mass), and could be estimated by the experiential equation: E_soil = E₀ (1 – 0.4 CNC) (E_soil = actual evaporation, E₀ = theory evaporation in soil without calcic nodules). When CNC was below 0.2, the impact could be neglected. While, as CNC exceeded 0.2, the impact needed to be considered during soil evaporation estimation. As CNC reached 0.5, soil evaporation could be reduced by 7.5 mm, accounting for around 10% of the total soil water. Water balance calculation in soil columns showed that water absorbed by calcic nodules was partially available to evaporation. Water available to evaporation was positively related to CNC, and this water could not exceed 63% of the water absorbed by calcic nodules. Generally, evaporation behavior was dominated by calcic nodule quantity and its water absorption. These results provide new ideas for irrigation measures in arid areas of the globe.  相似文献   

含有部分脱胶的浅埋圆夹杂对SH波的散射     

赵嘉喜  齐辉  杨在林 《岩土力学》2009,30(5):1297-1302

采用复变函数法研究了含有部分脱胶的浅埋圆柱形弹性夹杂对SH波的散射与地震动问题。在圆形弹性夹杂中构造一个满足脱胶部分应力自由的驻波函数,将其展开为含有一个待定系数的Fourier级数。在半空间中,介质应满足脱胶部分应力自由、公共边界处位移和应力连续的边界条件,从而建立起求解该问题的无穷代数方程组。最后,给出了地表位移的数值结果。给果表明,入射波参数、脱胶位置、弹性夹杂参数以及埋深对地表位移都有一定程度的影响。  相似文献   

波浪作用下黄河口粉土液化与“铁板砂”形成机制的模拟试验研究   总被引：2，自引：0，他引：2  

张民生  刘红军  李晓东  贾永刚  王秀海 《岩土力学》2009,30(11):3347-3351

通过室内水槽试验,观测波浪作用下土体产生的振荡现象,分析土体内孔隙水压力的变化及波浪作用后土体强度变化特征,研究了波浪荷载作用下黄河口粉土粒径粗化和“铁板砂”的形成过程。试验及讨论结果表明：在波浪作用下上层粉土体大部分时间处于液化状态;由液化土形成的振荡土层与下部土层之间形成“W”型的滑动面,振荡土层的厚度随着波浪作用时间的增加而变小;细粒物质从振荡土层中的骨架中脱离进入水体中,并在土体表层形成一层以黏粒为主的絮凝状沉积物,其厚度随波浪作用时间的增加而增加,在土体停止振荡前达到最大值;土体液化是“铁板砂”形成的必要条件,而波浪引起的液化土体振荡则使“铁板砂”的形成成为可能。  相似文献   

某码头软黏土岸坡破坏机制分析及重建     

刘润  闫玥  闫澍旺  乔春生 《岩土力学》2009,30(11):3417-3422

在某吹填软黏土岸坡上修建码头时发生了较大规模的滑坡,待滑体稳定后采取了一系列的工程措施,实现了码头的重建。详细阐述了岸坡发生滑动的全过程,通过现场勘察和有限元模拟分析了岸坡发生滑动破坏的原因。分别考虑了打桩与交通荷载作用,导致地基土中产生超静孔压,从而对岸坡的稳定性造成影响。分析结果表明,岸坡发生失稳破坏是多种不利工况叠加的结果,其主要原因是在低潮位时的超挖引起的,打桩及交通荷载作用也是造成滑坡的不利因素。在破坏的岸坡上重建码头,采用了振动砂桩加固地基,同时在地表铺碎石垫层作为预压荷载,加速地基土的固结。有限元分析和码头的成功重建表明,使用砂桩加固地基可以同时达到提高地基承载力和加速土体排水固结的目的,对于码头的重建是有效的技术措施。  相似文献   

库水位升降联合降雨作用下库岸边坡中的浸润线研究   总被引：6，自引：1，他引：5  

吴琼  唐辉明  王亮清  林志红 《岩土力学》2009,30(10):3025-3031

库岸边坡中的地下水对其稳定性有重大影响,目前还没有统一的公式用来计算岸坡中的浸润线。为此,建立隔水底板呈缓倾角的均质岸坡模型,采用稳定渗流情况下的浸润线作为非稳定渗流的初始值,推导出库水位升降联合降雨作用下该模型中浸润线的近似解析解。利用Geo-Slope中的SEEP/W程序,对浸润线的近似解析解进行验证分析,结果表明,在不同库水位升降和降雨的组合条件下,由近似解析解确定的浸润线与数值模拟结果基本一致。对库水位升降联合降雨作用下赵树岭滑坡中的浸润线进行研究,利用实测浸润线验证了近似解析解的正确性,并预测了赵树岭滑坡在快速蓄水、快速蓄水＋暴雨、快速泄水及快速泄水＋暴雨4种工况下（库水位波动范围为145～175 m）浸润线的变化情况。最后,从解析解的适用条件出发剖析了近似解析解误差产生的原因,为应用浸润线解析解解决实际问题提供依据。  相似文献   

封闭气泡对一维积水入渗影响的试验研究     

张华  吴争光 《岩土力学》2009,30(Z2):132-137

非饱和土体中的部分气体极容易在入渗过程中被封闭在孔隙或裂隙中,形成互不连通的与外界隔绝的封闭气泡。封闭气泡的存在阻碍了水相的流动,使土体的渗透性能降低,从而对土体的入渗速率产生不可忽视的影响。在分析前人研究成果的基础上,结合室内一维积水入渗试验结果,初步探讨了封闭气泡的形成原因,及其对土体入渗性能的影响机制,对研究非饱和土中水气二相流规律有重要指导意义。试验结果表明：积水入渗时,土体中存在封闭气泡,封闭气泡的含量与土性、干密度和初始含水率等有关。干密度越大,封闭气泡占据孔隙空间越大,阻渗作用越明显,干密度相同时,黏性土中封闭气泡对入渗的阻碍作用较砂性土明显;初始含水率较小时,封闭气泡含量相对较大。由于封闭气泡的存在,入渗稳定时的传输区土体含水率只有土样饱和含水率的80 %左右。  相似文献