Two-Dimensional Hillslope Scale Soil Erosion Model

On a hillslope, overland flow first generates sheet erosion and then, with increasing flux, it causes rill erosion. Sheet erosion (interrill erosion) and rill erosion are commonly observed to coexist on hillslopes. Great differences exist between both the intensities and incidences of rill and interrill erosion. In this paper, a two-dimensional rill and interrill erosion model is developed to simulate the details of the soil erosion process on hillslopes. The hillslope is treated as a combination of a two-dimensional interrill area and a one-dimensional rill. The rill process, the interrill process, and the joint occurrence of rill and interrill areas are modeled, respectively. Thus, the process of sheet flow replenishing rill flow with water and sediment can be simulated in detail, which may possibly render more truthful results for rill erosion. The model was verified with two sets of data and the results seem good. Using this model, the characteristics of soil erosion on hillslopes are investigated. Study results indicate that (1) the proposed model is capable of describing the complex process of interrill and rill erosion on hillslopes; (2) the spatial distribution of erosion is simulated on a simplified two-dimensional hillslope, which shows that the distribution of interrill erosion may contribute to rill development; and (3) the quantity of soil eroded increases rapidly with the slope gradient, then declines, and a critical slope gradient exists, which is about 15-20 degrees for the accumulated erosion amount.

延河流域径流和输沙周期变化特征的小波分析

用延河流域甘谷驿站1953—2000年实测月径流深和输沙模数数据和1957—2000年月均面降雨数据,采用小波多尺度方法,分析延河流域主要水文要素的周期及其变化特征。结果表明:延河流域降雨、径流和输沙存在着显著的周期,且其大小非常接近,为3.0、6.5、13.0和23.0 a。降雨、径流和输沙主周期分别是3.0、23.0和23.0 a。延河流域20世纪70年代后降雨量年际分配趋于均匀。3 a对应的小尺度上,70—80年代初3个水文序列对应曲线出现紊乱现象,与该时期大规模水利水土保持措施的修建有关。80年代后,由于水利水土保持措施减水减沙效益的削弱,3条曲线重新趋于一致。13 a对应的中尺度和23 a对应的大尺度上,均出现径流和输沙曲线不同步,或者滞后于降雨曲线现象。降水是径流和输沙周期性变化的主要外动力因子,人类活动导致的流域下垫面变化则是不可忽视的另一重要原因。

波浪作用下悬移质泥沙运动的两相流数值模型

该文采用基于水沙两相紊流的数值模型对波浪作用下的悬移质泥沙运动进行研究. 基本方程中将水相和颗粒相通过相间作用力进行耦合, 合理地考虑了相间相对运动的影响. 数值计算方法为有限体积法, 对流项处理利用了三阶精度的QUICK格式, 离散方程组求解采用的是TDMA迭代方法. 计算得到的悬移质泥沙垂线时均计算值与不同尺度的水槽实验数据吻合很好, 表明数学模型及其计算方法对于低浓度水沙两相问题是合理的. 该研究还探讨了悬沙浓度、泥沙沉降速度以及各种相间作用力随时间的分布规律

Stability shear stress and equilibrium cross-sectional geometry of sheltered tidal channels

This study relates tidal channel cross-sectional area (A) to peak spring discharge (Q) via a physical mechanism, namely the stability shear stress ( tau sub(S)) just necessary to maintain a zero gradient in net along-channel sediment transport. It is assumed that if bed shear stress ( tau ) is greater than tau sub(S), net erosion will occur, increasing A, and reducing tau similar to (Q/A) super(2) back toward tau sub(S). If tau < tau sub(S) there will be net deposition, reducing A and increasing tau toward tau sub(S). A survey of the literature allows estimates of Q and A at 242 sections in 26 separate sheltered tidal systems. Assuming a single value of tau sub(S) characterizes the entire length of a given tidal channel, it is predicted that along-channel geometry will follow the relation Ah sub(R) super(1) super(/) super(6) similar to Q. Along-channel regressions of the form Ah sub(R) super(1) super(/) super(6) similar to Q super( beta ) give a mean observed value for beta of 1.00 plus or minus 0.06, which is consistent with this concept. Results indicate that a lower bound on tau sub(S) (and an upper bound on A) for stable channels is provided by the critical shear stress ( tau sub(C)) just capable of initiating sediment motion. Observed tau sub(S) is found to vary among all systems as a function of spring tidal range (R sub(sp)) according to the relation tau sub(S) approximately 2.3 R sub(sp) super(0.79) tau sub(C). Observed deviations from uniform tau sub(S) along individual channels are associated with along-channel variation in the direction of maximum discharge (i.e., flood-versus ebb-dominance).

Geomorphology, sedimentary processes and development of the Zenisu deep-sea channel, northern Philippine Sea

The Zenisu deep-sea channel originates on the Izu-Ogasawara island arc, and disappears in the Shikoku Basin of the Philippine Sea. The geomorphology, sedimentary processes, and the development of the Zenisu deep-sea channel were investigated on the basis of swath bathymetry, side-scan sonar imagery, submersible observations, and seismic data. The deep-sea channel can be divided into three segments according to the downslope gradient and channel orientation. They are the Zenisu Canyon, the E-W fan channel, and the trough-axis channel. The sediment fill is characterized by turbidite and debrite deposition and blocky-hummocky avalanche deposits on the flanks of the Zenisu Ridge. In the Zenisu Canyon and the Zenisu deep-sea channel, sediment transport by turbidity currents generates sediment waves (dunes) observed during the Shinkai 6500 dive 371. The development of the Zenisu Canyon is controlled by a N-S shear fault, whereas the trough-axis channel is controlled by basin subsidence associated with the Zenisu Ridge. The E-W fan channel was probably affected by the E-W fault and the basement morphology.

古龙咀周围海区沉积物粒度特征及海底地形变化

对古龙咀周围浅海区沉积物的粒度进行了测试与分析，结合相关的地质水文资料，探讨了海岸形态对沉积物粒度的影响。研究区表层沉积物平均粒径在海湾浅海区呈带状由岸向海变细，中等水深和岬角处分布着细粒区，向外海粒径相对变粗；除险岛湾砂质区外，分选差；偏态多数为正偏或近正态；整体峰形极窄，峰型多样。底质类型以粘土质粉砂和砂质粉砂为主，由东北经古龙咀岬角向西南形成S形粘土质粉砂分布带，险岛湾地区沉积物呈带状由砂逐渐过渡到粉砂。潮汐和波浪是本区沉积物输运的主要水动力，岬角的存在影响了沉积物粒度的分布。粒度趋势分析表明沉积物整体有向岬角汇聚的输运趋势。 对收集到基于1954年、1969年、1982年测量绘成的地形图水深数据进行数字化，结合2005年测量的水深数据，分别建立各时期DEM图，在此基础上分析研究区的地形特征。四个时期海底DEM呈现出大体一致的趋势，在险岛湾及白沙口海湾内为浅水区，水深值在-1～-4 m之间，深水区主要分布在南黄岛南端至古龙咀连线以南区域，呈扇形展布，水深由南黄岛两侧向中间逐渐加深，水深值在-10～ -17 m之间。从整体上看，研究区海底地形呈NW-SE方向逐渐加深。 将数字化后的水深数据统一校正到1956黄海高程系，分别建立DEM，运用GIS的栅格计算分析得出冲淤变化图。相关结果表明：1954～1969年研究区整体近岸为冲（险岛湾除外），离岸海域为淤；1969～1982年研究区总体处于弱淤积状态；1982-2005研究区海域近岸为淤，外海以弱冲刷状态为主。

长江口附近海域三维悬浮泥沙的数值模拟研究

本文构建了长江口外海域三维悬浮泥沙输运数值模型，其中水动力模型中主要考虑了潮汐潮流、出入径流及风浪等作用，输运模型中考虑了粘性泥沙的絮凝、粘性和非粘性泥沙的再悬浮等过程。并与2006年8月份在长江口外海域获得的定点连续站测流资料及悬浮泥沙的观测资料进行了比较。为了进一步提高模式结果的精确性，采用将动力模式与实测资料相结合的趋近同化方法，在连续方程和泥沙输运方程中分别增加一个松弛项，将模拟结果向已有实测调和常数的控制点推算潮高值和悬沙浓度观测值趋近。数值实验证明，将验潮站资料和泥沙观测资料引入到数值模式中去，可以有效的改善模式的模拟结果。将该方法运用到长江口外附近海域的悬浮泥沙数值模拟当中，并泥沙输运水平紊动扩散系数也做了合理的修改，其模拟结果也得到了不错的改进，所得结果适用于计算长江口外海域的水动力和泥沙输运情况。 可以大体得到泥沙在长江口内外分布规律：悬浮泥沙浓度自近岸向外海降低,长江口外123°E以东浓度一般不超过10mg/l，终年悬浮泥沙高值区见于河口区,一般超过300mg/l，以长江口、杭州湾悬浮泥沙浓度最高。悬浮泥沙浓度垂向剖面的计算值与观测数据符合良好。 在潮周期中，悬浮泥沙浓度的变化与

长江口水文、泥沙过程与圆桩冲刷的数值模拟

本文主要利用ECOMSED模式对长江口及邻近海域的水文、泥沙过程进行三维数值模拟，并结合实测资料分析其水动力、泥沙输运、底床冲淤等特征；然后利用欧拉二相流模型模拟小尺度条件下长江口底床上圆桩周围的水流和泥沙冲刷、输运规律。 通过资料分析和ECOMSED数值模拟结果比较，我们得出：长江口口门内为非正规半日潮流区，潮流运动形式多为往复流，落潮流占优。落潮流速大于涨潮流速，流速垂向分布从表层到底层递减。悬沙浓度与流速关系密切，一般来说，流速越大，悬沙浓度越高；一个潮周期过程中会出现两次、三次或四次泥沙再悬浮，分别是涨急、落急、涨转落、落转涨时刻；盐水楔结构对粘性与非粘性悬沙浓度的分布起决定性作用，转流时泥沙再悬浮主要是由于这时会出现盐水楔，并形成垂向环流，使床面大量未被固结的泥沙再悬浮，形成峰值。悬浮泥沙垂向分布可分为垂线型，斜线型，抛物线型和L型。流场和底床冲淤变化与水深关系密切：深水区，流速较大，底床冲淤变化也较大。其中，受径流影响区表现为淤积，受潮流影响区表现为冲刷；浅水区基本表现为淤积。 从模式运行结果和实测资料比较可以看出，该模型可以较好的模拟长江口水流、悬浮泥沙分布与变化；能够再现在径流入海口处，盐水楔结构及其诱生的垂向环流从形成到发展，又到消失的完整过程；也能够展示底床的冲淤变化。对于我们模拟长江口背景流场，了解该区域内水动力变化、悬浮泥沙输运、底床冲淤等有重要意义。 在欧拉二相流模型对长江口底床上圆桩周围的水流和局部冲刷数值模拟过程中，我们不仅考虑水流和泥沙之间的作用，还引入泥沙颗粒之间的相互影响。模拟结果较合理的展示了圆桩周围的流场类型和底床冲刷变化：在圆桩前方，流速减小并形成垂向涡旋，从而产生局部冲刷；在圆桩两侧，水流加速，挟带上游泥沙向下输送，并在内侧堆积；而在圆桩后面，存在流速分离区。在该分离区内流速很小，并且当流速较大时，会产生回流，形成两个对称的漩涡。流速越大，圆桩前由垂向涡旋引起的局部冲刷就越明显；而当底床泥沙粒径变小时，泥沙临界起动流速变小，底床也更容易被冲刷。悬浮泥沙浓度分布受流场的影响，并且当粒径小而流速大时，能悬浮到更高的深度。

Preliminary study of the dynamic origin of the distribution pattern of bottom sediments on the continental shelves of the Bohai Sea, Yellow Sea and East China Sea

The bottom sediment types in the Bohai Sea, Yellow Sea and East China Sea (BYECS) are diversified, and their distribution pattern is very complicated. However, the bottom sediment types can be simplified to be sandy sediment, clayey sediment and mixed sediment, which comprise the complicated distribution pattern of bottom sediment in the BYECS. The continental shelves of the BYECS are broad, with shallow water depths and tidal currents which are permanent and dominate the marine dynamics in the BYECS. Based on numerical simulation of tidal elevations and currents in the BYECS, the rates of suspended load transport and bed load transport during a single tidal cycle for sediments of eight different grain size ranges are calculated. The results show that any sediment, whose threshold velocity is less than that of tidal current, has the same transport trend. Suspended load transport rare, bed load transport rate, and the ratio of the former to the latter decrease with grain size becoming coarser and coarser. The erosion/accretion patterns of sediments with different grain sizes are determined by the sediment transport rate divergences, and the results show that the patterns are the same for sediments with different grain sizes. Three main bottom sediment types, i.e. sandy sediment mainly composed of fine sand, clayey sediment mainly composed of silty clay, and mixed sediment mainly composed of fine sand, silt, and clay, are obtained by computation. The three bottom sediment types and their distribution pattern are consistent not only with sediment transport field and the sea bed erosion/accretion pattern obtained by simulation, but also with field data of bottom sediment types and divisions. In the BYECS, sand ridges form mainly in the areas with strong rectilinear tidal currents, sand sheets form mainly in the areas dominated by strong rotatory tidal currents, and clayey sediments, i.e. mud patches, form mainly in the areas with weak tidal currents. Hence, not only the sandy sediments but also the clayey sediments in the BYECS are formed under the control of the whole tidal current field of the BYECS. The three main bottom sediment types are not isolated respectively-in fact, they constitute a whole tidal depositional system. Under the condition with no cyclonic cold eddy, the clayey sediments in the BYECS can form in weak tidal current environments. Therefore, a cold eddy is not necessary for the deposition of clayey sediments in the BYECS. (C) 2000 Academic Press.

Diversity and spatial distribution of sediment ammonia-oxidizing crenarchaeota in response to estuarine and environmental gradients in the Changjiang Estuary and East China Sea

Ammonia-oxidizing archaea (AOA) have recently been found to be potentially important in nitrogen cycling in a variety of environments, such as terrestrial soils, wastewater treatment reactors, marine waters and sediments, and especially in estuaries, where high input of anthropogenic nitrogen is often experienced. The sedimentary AOA diversity, community structure and spatial distribution in the Changjiang Estuary and the adjacent East China Sea were studied. Multivariate statistical analysis indicated that the archaeal amoA genotype communities could be clustered according to sampling transects, and the station located in an estuarine mixing zone harboured a distinct AOA community. The distribution of AOA communities correlated significantly with the gradients of surface-water salinity and sediment sorting coefficient. The spatial distribution of putative soil-related AOA in certain sampling stations indicated a strong impact of the Changjiang freshwater discharge on the marine benthic microbial ecosystem. Besides freshwater, nutrients, organic matter and suspended particles, the Changjiang Diluted Water might also contribute to the transport of terrestrial archaea into the seawater and sediments along its flow path.

The Shandong mud wedge and post-glacial sediment accumulation in the Yellow Sea

Two well-defined deltaic sequences in the Bohai Sea and in the South Yellow Sea represent post-glacial accumulation of Yellow River-derived sediments. Another prominent depocenter on this epicontinental shelf, a pronounced clinoform in the North Yellow Sea, wraps around the northeastern and southeastern end of the Shandong Peninsula, extending into the South Yellow Sea. This Shandong mud wedge is 20 to 40 m thick and contains an estimated 300 km(3) of sediment. Radiocarbon dating, shallow seismic profiles, and regional sea-level history suggest that the mud wedge formed when the rate of post-glacial sea-level rise slackened and the summer monsoon intensified, at about 11 ka. Geomorphic configuration and mineralogical data indicate that present-day sediment deposited on the Shandong mud wedge comes not only from the Yellow River but also from coastal erosion and local rivers. Basin-wide circulation in the North Yellow Sea may transport and redistribute fine sediments into and out of the mud wedge.

Numerical simulation on the process of saltwater intrusion and its impact on the suspended sediment concentration in the Changjiang (Yangtze) estuary

To study the relationship between sediment transportation and saltwater intrusion in the Changjiang (Yangtze) estuary, a three-dimensional numerical model for temperature, salinity, velocity field, and suspended sediment concentration was established based on the ECOMSED model. Using this model, sediment transportation in the flood season of 2005 was simulated for the Changjiang estuary. A comparison between simulated results and observation data for the tidal level, flow velocity and direction, salinity and suspended sediment concentration indicated that they were consistent in overall. Based on model verification, the simulation of saltwater intrusion and its effect on sediment in the Changjiang estuary was analyzed in detail. The saltwater intrusion in the estuary including the formation, evolution, and disappearance of saltwater wedge and the induced vertical circulation were reproduced, and the crucial impact of the wedge on cohesive and non-cohesive suspended sediment distribution and transportation were successfully simulated. The result shows that near the salinity front, the simulated concentrations of both cohesive and non-cohesive suspended sediment at the surface layer had a strong relationship with the simulated velocity, especially when considering a 1-hour lag. However, in the bottom layer, there was no obvious correlation between them, because the saltwater wedge and its inducing vertical circulation may have resuspended loose sediment on the bed, thus forming a high-concentration area near the bottom even if the velocity near the bottom was very low during the transition phase from flood to ebb.

Transfer and transport of phosphorus and silica in the turbidity maximum zone of the Changjiang estuary

The concentration of suspended particulate matter (SPM), sedimentation flux, and various forms of phosphorus and silica in turbidity maximum zone (TMZ) in the Changjiang (Yangtze) estuary was studied. Based on the budget of P and Si, their mass balances in the TMZ were calculated. Results show that the variation in concentration of dissolved inorganic silicon (DISi) was mainly controlled by seawater dilution, while that of dissolved inorganic phosphor-us (DIP) was considerably affected by the buffering of suspended matter and sediment. Our experiments showed that the sedimentation fluxes of SPM and particulate inorganic phosphorus (PIP), total particulate phosphorus (TPP), particulate inorganic silicon (PISi), and biological silicon (BSi) in the TMZ were 238.4 g m(-2) d(-1) and 28.3, 43.1, 79.0, 63.0 mg m(-2) d(-1), respectively. In addition, a simple method to estimate the ratio of resuspension of sediment in the TMZ was established, with which the rate in surface and bottom waters of the TMZ accounted for 55.7 and 66.1% of the total SPM, respectively, indicating that the sediment resuspension in the TMZ influenced significantly the mass balances of P and Si. Particulate adsorbed P (60.8%) and 35.5% of total particulate P discharged from the river were filtered and then deposited in the TMZ. The input flux of PIP from the river mouth was 55.9% of that of DIP, being important as biologically available P, while that of PISi was only 3.5% of DISi, showing that particulate adsorbed Si was much less important than particulate adsorbed P. (c) 2008 Elsevier Ltd. All rights reserved.