黄河中游河口龙门区间水沙变化特征分析

黄河中游河口-龙门区间是我国乃至世界上水土流失最严重的地区,多年来大规模的水利水保工程建设使得该区产流产沙条件发生明显变化,因此,分析该区水沙变化特征及水沙变化原因具有重要意义。选取黄河中游河口-龙门区间下游龙门站1957—2005年水沙量水文观测资料代替区间资料,进行一致性检验后,运用小波分析、Mann-Kendall趋势检验、均差累积等统计方法对河口-龙门区间水沙变化特征进行分析,结果表明:该区水沙年内分配不均匀,年际变化大;该区水沙都呈显著的减少趋势,径流量和输沙量分别具有两个和4个明显的阶段性变化特征;水沙双累积曲线显示该区沙特性发生明显变化。在此基础上,通过分析该区水土保持面积与减水减沙量的相关关系表明,其具有良好的线性关系,进一步验证了水利水保措施是该区水沙减少的主要原因这一结论。     

Comparative analysis of channel processes on mountain,semi-mountain and plain rivers

The mechanisms and the specific character of flow-channel interaction and sediment transport that constitute the essence of river channel processes, vary over a wide range according to the flow rate of the rivers, their water regime, flow kinematics, the value of longitudinal gradient, and to the grain size and runoff of riverbed-forming sediments. Furthermore, the longitudinal gradient of a river is as important an energy characteristic as is the water flow rate, coupled with it, determines the capacity and character of a stream. Therefore the hydrological regime, varying over a wide range according to the longitudinal gradient, produces a variety of transport conditions for riverbed-forming sediments and – through them – the form of manifestation of channel processes.     

Late Holocene development of a floodplain along a small meandering stream, northern Québec, Canada

This paper describes the activity of a small meandering stream and the development of its floodplain during the last 4600 years (calendar years BP) in the northern boreal zone of Québec. Three trenches were excavated across the floodplain's full width and permitted the interpretation of morphosedimentary units in relation to modern analogs. Chronological controls within trenches was provided by the dendrochronological and radiocarbon dating of buried tree trunks. From 4600 to 2900 cal. BP and from 1000 to 120 cal. BP, the channel migrated and constructed its floodplain at very slow rates, mostly because of low flow velocities, vegetated streambanks and the cohesive texture of marine sediments reworked by the channel. Vertical accretion rates were extremely variable on the floodplain, with high rates proximal to the modern channel and low rates over distal (also older) portions of the floodplain. Following a major channel shift (meander cut-off or avulsion) around 2900 cal. BP, channel migration appears to have been constrained to a narrow zone adjacent to the modern channel. Within this constrained zone, the migrating channel has reworked its own sediments leading to a marked unconformity between 2900–1000 cal. BP. It is thought that underlying marine sediments protrusions, and perhaps the forested banks, protected older alluvial sediments from being eroded during the last three millenniums. Our study shows that small boreal floodplains may contain, in a very small area, abundant and diversified archives of their evolution.     

黄河流域河型转化现象初探

黄河以其高含沙水流以及下游河道的高沉积速率而著称于世。迄今的研究, 主要针对黄河中下游流域的 侵蚀、水文泥沙和河床演变方面的研究, 而对黄河流域主支流发生河型转化的现象关注不够。在黄河的不同河段, 河型的变化频繁, 类型多样, 现象复杂, 是研究者不可回避的科学问题。本文选取黄河上游第一弯的玛曲河段、黄河 上游末段托克托附近河段及黄河下游高村上下河段来研究河型转化的形式及影响因素。玛曲河段沿流向发生网状 河型→弯曲河型→辫状河型的转化现象, 该系列转化呈现出由极稳定河型向极不稳定河型的转化, 这与世界上通 常可以观察到的沿流向不稳定河型向稳定河型转化的情况完全相反。这主要受到地壳的抬升、上下峡谷卡口、水动 力特征、边界沉积物特征及植被的区域分布等因素的控制。托克托附近沿流向发生了弯曲河型→顺直河型转化的 现象, 这是较稳定河型向极稳定河型的转化, 主要受到边界沉积物、水动力等因素的控制。高村上下河段沿流向发 生的辫状河型→弯曲河型转化的现象, 是由极不稳定河型向较稳定河型转化的现象, 河道边界沉积物及水动力是 其主要控制因素, 人工大堤只是限制了河道摆动的最大幅度, 对河型的性质影响不大, 但其上游河段修筑的水库导 致下泻的水流在辫状河段的侵蚀能力增强而使其边界沉积物粗化, 并将泥质物大量沉积在弯曲河段, 客观上促进 了河型的转化。     

长江河口河槽近期沉积特征及影响因子分析

随着流域和河口水利工程建设,长江河槽沉积环境发生了巨大改变,对河势演变和河槽冲淤均产生重要影响。依据长江河口河槽大面积表层沉积物采样和各河槽定点水文观测资料,分析各河槽沉积特征,探讨其影响因子及作用机制。结果表明：河槽沉积物类型以砂质粉砂和粉砂质砂分布最广,粒径分布纵向上呈自西向东减小、横向上自北向南减小趋势,河槽总体主槽粗、边滩细。涨落潮泥沙输运和沉降过程影响河槽纵向沉积分布特征,风浪作用强化了口门段河槽南北沉积环境的差异,北支、北港口门段河槽受到偏北方向风浪作用强烈,沉积物粗化明显。不同泥沙来源是造成河槽整体沉积环境差异的主导因素,南支、南港上段表现为流域来沙的沉积特征,北港、南槽、北槽则表现为流域与海域来沙的混合沉积特征,口外沉积物对口内河槽的影响主要是为口内河槽提供细颗粒物质来源。     

长江上游卵石推移特性变化及驱动力分析

长江上游的水沙特性变化 ,直接关系到三峡工程的调度运行。朱沱站和寸滩站是长江上游与三峡水库的水沙主要控制站。本文分析了朱沱、寸滩站卵石推移特性的近期变化 ,发现寸滩站从 1981年起、朱沱站从 1991年起卵石推移特性发生了明显变化 ,主要体现在 :1)卵石推移量系统减小 :朱沱站 1992～ 2 0 0 1年卵石年均推移量比 1975～ 1991年减少了 4 6 9% ,寸滩站 1982～ 2 0 0 1年比 196 6～ 1981减少了 4 0 6 % ;2 )推移质粒径细化 ,中数粒径细化了约11mm ;3)流量 -输沙率关系发生明显变化 :朱沱站输沙率系数B减少 4 7 5 % ,寸滩站系数B减少 4 1 1% ;4 )输沙不平衡量增大 ,计算的磨损系数增大近 70 %。长江上游卵石推移特性变化的驱动力分析结果表明 :采取水土流失治理等措施是直接原因 ,水利工程拦沙和建筑材料开采等人类活动是主要影响因素。依据上述分析 ,本文指出 ,应当继续加强水土保持建设 ,尽快开展长江上游和支流泥沙运移和淤积情况及规律调研。并建议以可开采沙量为依据 ,严格控制采沙。     

分汊型河床的形成与演变——以长江中下游为例

本文根据多年的地质、地貌,来水来沙等考察资料,河道变迁的历史记载以及实验研究成果,分析了分汊型河床的两个必要条件及三方面的演变特征,最后用河流力图使自己的能量损耗率达于最小的假说对汊河的形成和演变作了解释。     

黄河中游流域环境要素对水沙变异的影响

目前 ,黄河中游地区流域的水沙变化主要以水文法和水保法研究为主。由于黄河中游具有明显的自然地带性分布特征 ,流域系统的水沙过程受到环境要素的综合影响。本文根据黄河中游河口镇至龙门区间已控一级支流的测站资料 ,采用地理环境要素法分析水沙变异及成因。研究表明 ,河龙区间流域径流量和输沙量与地理环境因子的影响密切相关。 2 0世纪 70年代以来 ,降雨减水减沙作用不断减小 ,随着水土保持措施的提高 ,人类活动减水减沙所占比重不断增大。 70年代与 80年代气候波动和人类活动影响的平均减水减沙作用分别为5 3 4 %、 2 8 6 %和 4 6 6 %、 71 4 %。     

Rivers turned to rock: Late Quaternary alluvial induration influencing the behaviour and morphology of an anabranching river in the Australian monsoon tropics

Late Quaternary alluvial induration has greatly influenced contemporary channel morphology on the anabranching Gilbert River in the monsoon tropics of the Gulf of Carpentaria. The Gilbert, one of a number of rivers in this region, has contributed to an extensive system of coalescing low-gradient and partly indurated riverine plains. Extensive channel sands were deposited by enhanced flow conditions during marine oxygen isotope (OI) Stage 5. Subsequent flow declined, probably associated with increased aridity, however, enhanced runoff recurred again in OI Stages 4–3 (65–50 ka). Aridity then capped these plains with 4–7 m of mud. A widespread network of sandy distributary channels was incised into this muddy surface from sometime after the Last Glacial Maximum (LGM) to the mid Holocene during a fluvial episode more active than the present but less so than those of OI Stages 5 and 3. This network is still partly active but with channel avulsion and abandonment now occurring largely proximal to the main Gilbert flow path.A tropical climate and reactive catchment lithology have enhanced chemical weathering and lithification of alluvium along the river resulting in the formation of small rapids, waterfalls and inset gorges, features characteristic more of bedrock than alluvial systems. Thermoluminescence (TL) and comparative optically stimulated luminescence (OSL) ages of the sediments are presented along with U/Th ages of pedogenic calcrete and Fe/Mn oxyhydroxide/ oxide accumulations. They show that calcrete precipitated during the Late Quaternary at times similar to those that favoured ferricrete formation, possibly because of an alternating wet–dry climate. Intense chemical alteration of the alluvium leading to induration appears to have prevailed for much of the Late Quaternary but, probably due to exceptional dryness, not during the LGM. The result has been restricted channel migration and a reduced capacity for the channel to adjust and accommodate sudden changes in bedload. Consequent avulsions have caused local stream powers to increase by an order of magnitude, inducing knickpoint erosion, local incision and the sudden influx of additional bedload that has triggered further avulsions. The Gilbert River, while less energetic than its Pleistocene ancestors, is clearly an avulsive system, and emphasizes the importance in some tropical rivers of alluvial induration for reinforcing the banks, generating nickpoints, reworking sediment and thereby developing and maintaining an indurated and anabranching river style.     

Spatial distribution of surface conditions and runoff generation in small arid watersheds, Zin Valley Badlands, Israel

High rill density may be regarded as indicative of frequent and integrated runoff along a drainage network. However, field observations of soil development and rill geometry in small, first-order catchments (0.1 to 1 ha) of the Zin Valley Badlands, northern Negev, Israel, suggest a pattern of partial area contribution and frequent flow discontinuities along hillslopes and channels. Changing soil properties, associated with an increase of slope angle and slope length, appear to be responsible for high infiltration on the slopes, leading to nonuniform runoff generation within small drainage basins. Runoff observation, sprinkling tests, and soil analysis along ridges and sideslopes were carried out to test this hypothesis. The results confirmed that infiltration capacity on the sideslopes is significantly higher than on the ridges. Under current rainfall conditions, only extreme rainfall intensities are sufficient to generate runoff along entire slopes. The discontinuous nature of most runoff events causes erosion on ridges and deposition on slopes, which enhances soil development on the valley sideslopes, creating a positive feedback on infiltration rate and depth. This demonstrates that the links between within-storm rainfall conditions and spatial distribution of soil characteristics have to be incorporated into our understanding of landscape development in badlands.     

典型黄土坡面土壤侵蚀特征及径流流速空间变化试验研究

为了明确土壤性质对坡面侵蚀方式作用机制的影响,本研究采用室内模拟降雨试验,选取黄土高原典型暴雨强度,在不同坡度条件下,对两种黄土的坡面侵蚀方式、形态特征、产流产沙过程及其相应径流流速的变化规律进行了研究。结果表明,绥德土径流量明显高于安塞土,10º、15º和20º时前者的平均径流量分别比后者高出51.1%、55.5%和63.0%,且前者更易形成细沟,使得其平均含沙量和平均产沙率分别是后者的1.14~3.59倍和2.50~8.48倍。在片蚀阶段,与绥德土相比,安塞土的含沙量较高,后者的平均含沙量是前者的1.24~1.73倍,但两种土壤的含沙量和产沙规律相同,均表现为先快速增加到最大值,然后逐渐降低到相对稳定状态,该现象证明片蚀的初期阶段主要受控于径流输沙能力,后期受径流的剥蚀能力控制。在细沟侵蚀阶段,绥德土细沟发育以沟头溯源侵蚀为主,崩塌作用频繁,该侵蚀形式不仅控制着细沟形态的总体特征,也导致含沙量和产沙率均急剧增加,该阶段平均含沙量是相应片蚀阶段的3.25~4.34倍。细沟沟口下方坡面存在明显的泥沙沉积带,表明细沟集中水流的搬运能力远高于坡面漫流,细沟侵蚀主要受径流输沙能力控制。两种土壤的径流流速均表现为坡面下部高于坡面上部,径流稳定后高于径流稳定前,总体来看,绥德土和安塞土上坡和径流稳定后的平均流速分别是下坡和径流稳定前的1.4倍、1.25倍和1.75倍、1.29倍,此外细沟侵蚀或侵蚀强度与微地貌形态之间的互馈作用对径流流速也有较大影响。     

Downstream effects of reservoirs in areas suffering from water deficiency-the case of Hutuo River, China

l llltroductionIn North Che ~ of lack of water resources, moSt reservoir detain high poisons of both sediment andWater, so the oncoming Water in the POSt~ channel is severely reduced. Chalmel adjUStlnellt takes Placeunder the conditions of attenuated flow and sediment load. and the capedty Of the find conveyance Of thectal is ctrisot accodegh. hi the ~ or the ~o her, the ea~ty orfind convm ho bornerelatively lower air many you of chalmel adjUStment. Hence, the small fled, Which had been …     

策勒河出山径流特征及其趋势

根据策勒河近50年水文及气象资料,利用经验频率、Mann-Kendall非参数检验和非线性回归分析等方法,分析策勒河径流量的变化特征、变化趋势及其对气候的响应.结果表明:策勒河径流年内分配不均,夏、秋季偏丰,5～9月径流量占全年88.70%;冬、春季偏枯,10月到次年4月径流量占全年11.30%,策勒河变差系数为0.21,径流最大值与最小值之比为2.53,河流年际变化相对稳定;Mann-Kendall检验得出近十年出山径流量有减少的趋势;月平均流量与月平均降水量、月平均蒸发量和月平均气温之间存在复杂的非线性关系,非线性回归模型模拟的月平均流量与实测值对比,确定系数为0.73,模拟效果较好,月平均蒸发量与月平均流量呈负相关.     

Geomorphological and sedimentological analysis of a catastrophic flash flood in the Arás drainage basin (Central Pyrenees, Spain)

On August 7th, 1996, an intense and short-duration convective storm occurred over the 18.6-km² Arás drainage basin (Central Pyrenees, Spain). This high relief basin is composed of three subbasins, Aso, Betés and La Selva, and feeds the Arás alluvial fan, in the Gállego river valley. This alluvial fan had been drained by an artificial channel (about 125 m³/s at bank-full capacity). More than 30 check dams in its feeder channel, the Arás barranco, had been previously filled by earlier sediments. The heaviest rain was over the Betés subbasin (total rainfall 178.4 mm; maximum rainfall intensity of 153 mm/h for a 10-min time interval was estimated). Most of the rainfall fell in a 70-min period. This storm resulted in high runoff, causing catastrophic damage and significant geomorphic changes in the drainage basin, especially in the Betés subbasin. The high discharge, concentrated in the Arás barranco, destroyed most of the check dams, flushing out a great amount of debris. Major channel trenching and widening occurred in this barranco. When the confined sediment-laden flash flood reached the basin mouth, it sheet-flooded the southern sector of the Arás fan depositing a massive amount of debris. On this fan 87 people lost their lives and the direct physical damage has been estimated at 55 million dollars. Two stages in the development of the flood have been differentiated from the sedimentological and morphological analysis of the flooded fan lobe. A first stage (peak discharge) of sheet-flooding deposited a coarse boulder lobe, burying the artificial channel at the fan head and causing a darnming effect on the water flood. During the second stage (discharge decline) the flood made its way through the fan head, incising the previous debris accumulation and splitting into two main flow paths.     

Recent geomorphic changes in the Liaohe Estuary

This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30 km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a. Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main source of sediment changes from river sediment to sediment driven by tidal current and longshore current.     

辽河三角洲地貌演化(英文)

This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30 km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a. Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main source of sediment changes from river sediment to sediment driven by tidal current and longshore current.     

1958~2015年疏勒河上游出山径流变化及其气候因素分析

利用1958~2015年疏勒河出山口昌马堡水文站径流资料以及同期流域气象资料,揭示了疏勒河出山径流及其对流域气候变化的响应。结果表明：总体上,疏勒河出山径流量呈现增加趋势,特别是20世纪90年代后期以来,出山径流增加趋势更为明显,但近几年,疏勒河出山径流量缓慢回落,21世纪初暂时成为代际变化的拐点。研究亦显示,疏勒河出山径流对河源处高海拔山区气候变化的响应更为敏感,出山径流年际变化实际受到山区气候因素的共同影响,不同时段各因素影响强度具有一定差异;降水是出山径流变化的主控因素,但气温升高导致冰雪融化加快是近年来出山径流增长较快的重要原因。定量分析表明,20世纪90年代后期以来气温等对径流影响比重超过60%,而降水约为30%左右。     

黄河沙漠宽谷段水沙变化特征及驱动因素

根据定位观测、第一次全国水利普查、遥感影像解译的数据,利用MWP、双累计曲线、水土保持分析法、数学模拟等方法,分析了黄河上游水沙变化特征,评估了多元驱动因素对2000-2012年黄河下河沿-头道拐沙漠宽谷段水沙变化的贡献率。结果表明:与20世纪70年代以前的基准期相比,2000年以来径流量、输沙量同步减少,水沙关系也发生变化,单位径流量的输沙量明显减少;沙漠宽谷段径流量减幅沿程不断增加而输沙量减幅沿程变化不大,水沙年内分配较基准期发生倒置,来沙系数不断减小;灌区引水引沙、水土保持措施、水库拦沙、支流来水来沙、水库调蓄及河道冲淤是沙漠宽谷段水沙变化的主要影响因子;经济社会发展用水对沙漠宽谷段径流量减少的作用最大,贡献率为81%,其次是水库蓄泄量,占15%以上;水库拦沙对头道拐输沙量减少的贡献率最大,占41%,其次是支流水土保持措施,贡献率约占13%,入黄风沙减少的贡献率并不大,约为6%,而河道淤积量、灌区引沙量较基准期都是减少的,贡献率分别约为-41%和-8%;近10多年来降雨等自然因素对水沙变化的作用相对不大,起主要作用的是水库运用、水土保持、经济社会发展等人类活动因素。     

长江下游南京-镇江河段河漫滩粒度特征

分析长江南京-镇江河段3个现代河漫滩沉积孔上部100 cm的粒度特征,探讨宁镇河段现代河漫滩的沉积环境。结果表明：GB孔、ZR孔和ZH孔沉积水动力较小,沉积物颗粒较细,均以粉砂为主; ZR孔的砂含量最多、沉积粒径最大、粒径和砂含量由底层向表层增加;ZH孔分选系数呈明显的阶段性特征。研究认为：河流比降、河势、分汊河床演变以及滩面植被是影响宁镇河段河漫滩粒度特征的重要因素。     

基于地块汇流网络的小流域水沙运移模拟方法研究

全流域逐地块水土流失计算,是目前水土保持定量评价的重要手段,其实现过程既需要有考虑地貌因子和上下游关系的土壤侵蚀模型,也需要建立全流域地块汇流网络,并与侵蚀模型有机连接。本文针对黄土高原特殊的地理条件和水土流失规律,对传统的基于栅格的小流域汇流技术进行了改进,考虑地块间上下游汇流关系,建立了基于地块的水沙汇流网络模型,模拟水沙在流域复杂下垫面的汇流过程,提取出流域各地块间的水沙汇流网络,并计算出3个重要参数:流域地块间水沙汇流的顺序、流域地块间水沙汇流数目的空间分配、水沙流经各地块的坡长。将土壤侵蚀模型按地貌部位与特征分为坡面模型、沟坡模型和沟道输移模型,与地块汇流网络有机集成,实现了水沙运移的全流域按地块沿程计算。