Bed waves at the basin scale: implications for river management and restoration

An extensive literature about fluvial sediment waves, slugs or pulses has emerged in the past 20 years. The concept has been useful in many respects, but has been applied to diverse phenomena using a variety of definitions. Moreover, inferred linkages between channel‐bed changes and sediment loads are often not justifiable. This paper reviews concepts of large fluvial sediment waves at scales extending to several tens of kilometres. It points out constraints on the inferences that can be made about sediment loads based on changes in channel‐bed elevation at this scale where channel sediment interacts with storage in floodplain and terrace deposits. The type area of G. K. Gilbert's initial sediment‐wave concept is re‐examined to show that neither wave translation nor dispersion occurred in the simple manner commonly assumed. Channel aggradation and return to graded conditions provide an alternative theory explaining Gilbert's observed bed‐elevation changes. Recognizing the evidence and implications of the former passage of a large‐scale bed wave is essential to the accurate diagnosis of catchment conditions and the adoption of appropriate river restoration goals or methods. Sediment loads, water quality, channel morphologic stability and aquatic ecosystems often reflect changes in sediment storage long after the channel bed has returned to grade. Copyright © 2006 John Wiley & Sons, Ltd.     

弹性填料处理河道污水实验研究

采用弹性填料曝气生物膜法对污染的河道水体进行处理的实验研究,结果表明,在2m/h的流速、水温为16℃~18℃、气水比为1∶1的条件下,采用弹性填料的生物膜处理系统运转正常,不易发生堵塞或系统短流,系统此时的水力停留时间为3.5h左右,污水中的COD和NH3-N去除率稳定,其均值分别为49.4%和19.1%。     

长白山区图们江流域新生代火山岩的岩石化学研究

图们江流域新生代火山岩以溢流式喷发为特征，其主要岩石类型以拉斑玄武岩为主，含少量玄武质粗安岩、碱性玄武岩、玄武质安山岩和粗面玄武岩。根据图们江流域火山岩的Mg#（Mg#=100Mg^2＋／（Mg^2＋＋Fe^2＋））值多数≤60，Ni含量〈100μg／g和主、微量元素地球化学特征综合表明，形成火山岩的岩浆不是原始岩浆，它们是原始岩浆在上地幔经历了橄榄石、辉石分离结晶作用后形成的以拉斑玄武岩为主，包括碱性玄武岩和粗面玄武岩等演化岩浆，结晶分异作用是岩浆演化过程的主要控制因素。拉斑玄武质岩浆在上升过程中发生了不同程度的壳源物质同化混染作用，发生在上地壳遭受较大程度混染的岩浆K2O含量明显偏高（〉2．6％），形成玄武质粗安岩。     

河流梯级开发对生态环境影响的研究进展

河流梯级开发在满足社会需求的同时,还对区域生态环境具有一定的作用。针对河流水电开发对生态环境的影响,从河川流量、泥沙输移、水环境以及水生物等几个方面,将国内外的研究状况进行综合评述,并探讨了今后重点研究的几个方面:①如何应用可持续理念指导水资源开发与调度;②水利工程建设对河流水沙变化影响的量化研究;③失衡生态系统的自适应和自恢复机理研究;④水体富营养化最小临界流速研究;⑤如何通过水库联合调度,解决河流水电开发造成的环境胁迫问题的研究。     

城市次降雨径流污染负荷计算方法

城镇地表径流污染是地表水体污染的主要原因,也是城镇河流的主要污染源之一,其识别和控制是目前城市水环境治理的重要内容。沙河是长江的二级支流,流经宜昌市某区,水体水质较差。以该区为研究对象,将其分为不同下垫面,通过监测次降雨不同时段各种下垫面地表径流中污染物浓度,建立地表径流污染物负荷估算方法,估算地表径流中污染物负荷量,为城市非点源污染削减和城市河流污染治理提供依据。     

四川三星堆遗址多源遥感研究

运用遥感考古技术，通过对卫星和航空遥感图像的处理、解译及相互映证，对三星堆的古河道、古城池进行了全面调查，发现了马牧河由南往北的多期古河道及一些未曾被发现的古城遗址，得出三星堆古城池分为内外二层的结论。     

澜沧江大朝山水库蓄水前的地震活动本底

分析了大朝山水库蓄水前，水库区域历史中强、强地震背景与1992年来的地震活动格局，及蓄水前9年中库坝区天然地震活动的时、空、强分布，结果表明：大朝山水库区为地震活动水平较低的区域，库坝附近30km以2、3级地震活动为主，库首方向距大坝40km左右的景谷与库尾方向距大坝50km的昌宁、凤庆一带为5级地震活动区，外围100km左右的耿马、澜沧、普洱等地区为6、7级强震活动区；库坝区的地震活动基本符合G—R关系式，b值为0．69，累积应变曲线呈稳定增长趋势，时间分布上出现活跃与平静交替的分布格局。     

河道洪水反流向演算过程迭代方法

在流域防洪调度中需要考虑河槽的调蓄作用,河道洪水反流向演算可以简化河库联合调度模型的求解;马斯京根法是河道洪水演算的常用方法,但不能直接用于解决洪水反流向演算问题;提出了马斯京根法和迭代试算相结合的过程迭代算法;实例表明方法是实用有效的。     

论河流水能资源过度开发的地质生态环境问题

水能是清洁安全的能源。但如果对水能资源进行竭泽而渔地过度开发,必将引起地质生态环境方面的负面影响,甚至引发生态灾难。文章列举了岷江上游流域水能开发中的大量事例,呼吁应科学、合理、有序地开发利用河流水能资源,岷江上游流域水能资源的开发现状,应给人们以警醒和反思。     

Numerical simulation of hydrodynamic characteristics and bedload transport in cross sections of two gravel-bed rivers based on one-dimensional lateral distribution method

Accurate evaluation and prediction of bedload transport are crucial in studies of fluvial hydrodynamic characteristics and river morphology.This paper presents a one-dimensional numerical model based on the one-dimensional lateral distribution method(1 D-LDM) and six classic bedload transport formulae that can be used to simulate hydrodynamic characteristics and bedload transport discharge in cross sections.Two gravel-bed rivers,i.e.the Danube River located approximately 70 km downstream from Bratislava in Slovakia and the Tolten River in south of Chile are used as examples.In the 1 D-LDM,gravity,bed shear stress,turbulent diffusion,and secondary flow are included to allow for accurate predictions of flow velocity and consequently bed shear stress in the cross sections.Six classic formulae were applied to evaluate the non-dimensional bedload transport rate,and the bedload transport discharge through a river cross section is obtained by integrating the bedload transport rate over the width of the cross section.The results show that the root mean square error(RMSE) and mean absolute error(MAE) of velocity and water discharge were less than 8% of the observed magnitude,while the correlation coefficient between model predictions and observations was close to unity.The formulae proposed by Ashida and Michiue(1972),in which particle collision with the bed is taken into account,and by Camenen and Larson(2005),which allows for yielding a non-zero bedload transport rate even when the bed shear stress is smaller than the critical bed shear stress value,appeared to be more appropriate for predicting the observed bedload transport rate in the studied cross sections of two gravel-bed rivers.If non-uniform sediment mixtures were considered,the bedload transport discharge through a cross-section could change considerably by up to 22.5% of the observed magnitude.The relations proposed by Ashida and Michiue(1972) and Egiazaroff(1965) for parameterizing the hiding factor yielded more realistic model predictions in comparison with observations for the measured data set collected for the Tolten River,while the one proposed by Wilcock and Crowe(2003) performs the best for the data set measured for the Danube River.