基于Arc Hydro Tools的流域特征自动提取——以贵州省内乌江流域为例

简要回顾和讨论了基于栅格数字高程模型(DEM)自动提取流域特征的原理和方法，介绍了一个新的基于ArcGIS开发的提取流域特征的工具Arc Hydro Tools，基于Arc Hydro Tools 提取流域特征包括5 个流程：DEM 的预处理、水流流向的确定、汇流栅格图的生成、河网的自动生成、子流域边界的划分。最后以贵州省内乌江流域为研究区进行了试验，试验结果表明：提取结果的精度在总体上是符合要求的，但在地势平坦区或人类活动干扰较大的地区，提取的结果与实际相差较大。从提取的效率和试验结果的精度两方面来看，基于Arc Hydro Tools 的流域特征自动提取是切实可行的。

Experimental Study on Vortex-Induced Vibrations of Submarine Pipeline Near Seabed Boundary in Ocean Currents

Unlike most previous studies on vortex- induced vibrations of a cylinder far from a boundary, this paper focuses On the influences of close proximity of a submarine pipeline to a rigid seabed boundary upon the dynamic responses of the pipeline in ocean currents. The effects of gap-to-diameter ratio and those of the stability parameter on the amplitude and frequency responses of a pipeline are investigated experimentally with a novel hydro-elastic facility. A comparison is made between the present experimental results Of the amplitude and frequency responses for the pipes with seabed boundary effects and those for wall-free cylinders given by Govardhan and Williamson (2000) and Anand ( 1985). The comparison shows that the close proximity of a pipeline to seabed has much influence on the vortex- induced vibrations of the pipeline. Both the width of the lock-in ranges in terms of V, and the dimensionless amplitude ratio A(max)/D become larger with the decrease of the gap-to-diameter ratio e/D. Moreover, the vibration of the pipeline becomes easier to occur and its amplitude response becomes more intensive with the decrease of the stability parameter, while the pipeline frequency responses are affected slightly by the stability parameter.

Influences of the Fish-Mouth Project and the Groins on the Flow and Sediment Ratio of the Yangtze River Waterway

A depth-integrated two-dimensional numerical model of current, salinity and sediment transport was proposed and calibrated by the observation data in the Yangtze River Estuary. It was then applied to investigate the flow and sediment ratio of the navigati

Experimental Study Of Vortex-Induced Vibrations Of A Pipeline Near An Erodible Sandy Seabed

Based on similarity analyses, a series of experiments have been conducted with a newly established hydro-elastic facility to investigate the transverse vortex-induced vibrations (VIVs) of a submarine pipeline near an erodible sandy seabed under the influence of ocean currents. Typical characteristics of coupling processes between pipe vibration and soil scour in the currents have been summarized for Case 1: pipe is laid above seabed and Case 11: pipe is partially embedded in seabed on the basis of the experimental observations. Pipe vibration and the corresponding local scour are usually two coupled physical processes leading to an equilibrium state. The influence of initial gap-to-diameter ratio (e(0)/D) on the interaction between pipe vibration and local scour has been studied. Experimental results show that the critical values of V-r for the initiation of VIVs of the pipe near an erodible sand bed get bigger with decreasing initial gap-to-diameter ratio within the examined range of e(0)/D (-0.25 < e(0)/D < 0.75). The comparison of the pipe vibrations near an erodible soil with those near a rigid boundary and under wall-free conditions indicates that the vibration amplitudes of the pipe near an erodible sand bed are close to the curve fit under wall-free conditions; nevertheless, for the same stability parameter, the maximum amplitudes for the VIV coupled with local scour increase with the increase of initial gap-to-diameter ratio. (c) 2007 Elsevier Ltd. All rights reserved.

Physical Modeling of Current-Induced Seabed Scour around a Vibrating Submarine Pipeline

Most of the existing researches either focus on vortex-induced-vibrations (VIV) of a pipeline near a rigid boundary, or on seabed scour around a fixed pipeline. In the fields, pipeline vibration and seabed scour are actually always coupled. Based on the similarity analysis, a series of tests were conducted with a hydro-elastic facility to investigate the influence of pipe vibration on the local scour and the effects of scour process on the pipeline dynamic responses. Experimental results indicate that, there exist two phases in the process of sand scouring around the pipeline with small embedment, i.e. Phase I: scour beneath pipe without VIV, and Phase II: scour with VIV of pipe. It is also found that the gap-to-diameter ratio (e/D) has much effect upon the scour depth for the fixed pipes. For a given value of e/D, the vibrating pipes with close proximity to seabed may induce a deeper scour hole than the fixed ones. Within the examined gap-to-diameter ratio range (425 < e/D < 0.75), the influences of gap-to-diameter ratio on the maximum values of scour-depth for the case of vibrating pipes are not as much as those for the case of fixed pipes.

郑哲敏文集

增强UV-B辐射对暖温带落叶阔叶林下土庄绣线菊水分生理和氮素利用及形态特性的影响

在中国北方大部分地区，水分始终是影响植物生长和分布的最主要限制性因子之一，植物在其生长期经常遭受水分胁迫。不仅如此，随着大气同温层中臭氧浓度的减少，过量的有害紫外辐射（主要是UV-B，280nm-320nm）将穿透大气层达到地球表面。随着全球变化的加剧，这些地区的植物将不可避免地受UV-B和水分胁迫的共同作用。 本实验是在北京东灵山暖温带森林生态系统中，选择常见灌丛土庄绣线菊(Spiraea pubescens)，建立UV-B控制实验。连续三个生长季每天增补9.4kJ•m-2的辐射剂量，模拟臭氧衰减17%时近地表面UV-B辐射的增强。本实验的目的是观测在野外环境下，长时间人工增强UV-B辐射对土庄绣线菊水分生理、氮素利用以及形态特征的影响。具体对以下指标进行测定：叶片的气孔导度、碳同位素比率（δ13 C）、叶含水量、叶面积、水分利用效率（WUE）、叶全氮含量、叶氮素再吸收率。 实验结果表明，增强UV-B辐射显著减少了土庄绣线菊的叶面积（50.1%），提高了叶片全氮含量(102%)，处理植株的氮素再吸收率比对照植株高出50.9%。同时，UV-B辐射还在一定程度上（尽管统计显示不显著）降低了气孔导度(16.1%)、胞间CO2浓度与大气CO2浓度之比(Ci/Ca) (4.0%)、提高了碳同位素比率（δ13 C）(20.5‰)、叶含水量(3.1%)及比叶重（SLW）(5.2%)，从而导致水分利用效率（WUE）的增加(4.1%)，植物的抗旱能力增强。值得注意的是，深层土壤（30-40cm）含水量变化会影响气孔导度、δ13 C、WUE对紫外辐射的响应程度：在土壤干旱的季节（6月和9月），气孔导度、δ13 C、WUE这些指标处理和对照的差异很小，但是当土壤水分充足时（7月和8月），处理和对照的差异就较为显著。另外，随着实验处理时间的延长UV-B的效应变得不显著。相关分析表明，UV-B辐射降低了土壤含水量（30-40cm）与土庄绣线菊叶含水量、δ13 C、Ci/Ca、气孔导度的相关系数，增强了WUE与土壤含水量的相关性，这也许是由于UV-B辐射增强了WUE对土壤水分变化的敏感性。本研究的结果表明UV-B辐射对土庄绣线菊的形态和生长有显著的影响，但对主要水分生理指标影响不显著。

黄土坡面土壤侵蚀中溶质随径流迁移的水动力特性研究

通过对比分析坡面水流的水动力参数与径流溶质迁移量间的关系,研究了不同地表状况下黄土坡面土壤溶质随径流迁移的水动力学特性,以求深入了解和认识坡面土壤侵蚀中溶质随径流迁移的本质机理。研究结果表明:不同坡面地表状况下,糙率系数和平均水深之比(n/h)与侵蚀过程中随径流迁移的溶质存在一定的关系,径流溶质Br-平均浓度、径流溶质Br-的平均流失率以及径流溶质Br-的相对流失量均随n/h的增加而减小。径流溶质Br-的平均流失率以及径流溶质Br-的相对流失量与水流水动力学参数n/h具有指数关系。

草地覆盖坡面流水动力参数的室内降雨试验

为研究两种典型黄土的坡面流水力特性变化规律,进行了室内人工降雨试验。以草地盖度为主要影响因子,土壤质地和雨强为辅助影响因子进行分析。结果表明:同一盖度下,随雨强逐渐增大,流量和流速也随之增加;当盖度增加时,流量和流速随之减小。流速随降雨历时的延长而逐渐增大;当雨强增大时,流速曲线整体抬高;当覆盖度逐渐增大,流速曲线整体降低。平均水深随流速增大而减小;同一雨强下,盖度增加时氟汝德数Fr随之增加,雷诺数Re降低,而Darcy-Weisbach阻力系数f及曼宁粗糙系数n均大致呈增加趋势;对同一盖度,雨强增加Fr随之减小,Re逐渐增加,同时f和n均随之减小。因此草地覆盖度增加将改善坡面流水力性质,总体上减小了坡面流速,增加了阻力和粗糙度。

地带性多年冻土区小流域水文状况对水热季节变化的响应

大兴安岭北部是我国唯一一片地带性连续多年冻土分布区，也是欧亚大陆地带性多年冻土分布区的南缘，因此对气候变化的响应十分敏感。全球变暖必然会影响到冻土土壤水分状态的变化，从而对冻土区的流域水文状况产生影响；小流域是区域研究的主要对象，冻土活动层变化的最直接后果就是引起流域内水文状况发生变化。本研究利用DEM数据划分小流域，在划分出的小流域的基础上，探讨了影响流域流量变化的几个因子，包括降水、蒸散(Evapotranspiration, ET)和土壤持水，初步简化了流域水量平衡方程，可为进一步研究提供基础。主要包括以下方面的内容： a)平均温度的升高必然会影响到冻土土壤水分状态的变化，从而导致区域小流域水文状况随之变化； b)融深与海拔高度存在一定的相关关系，融深随海拔的升高而增加；土壤水分随海拔变化的规律并不明显。年内降水主要集中在每年的5月份到10月份；11月份和12月份降水一般比春季的多，这两个月份气温很低，降水形式主要是雪。不同地点不同海拔下冻土活动层土壤水分含量变化很大，这和当地的环境条件有关，如地表覆被、土壤类型、坡度、坡向等。 c)参考植被蒸散呈明显的周期性波动规律。每年同期蒸散大致维持在同一水平上。从年初到年中，流域内蒸散呈不断增加的趋势。但是变化规律又稍有不同，每年大致从1月份到4月份，蒸散随时间变化很快，几乎呈线性增加。但是从4月中旬开始，到下半年的9月中旬，ET0呈震荡变化趋势。4月中旬开始，蒸散开始震荡增加，到7月份左右达到最大，然后开始震荡降低，大约到9月中旬或10月初开始转为近似线性减少趋势。 d)土壤水分含量的变化ΔW可以表示为下式：ΔW=R-(0.260Rn-0.036N) Kc+c；其中，ΔW为土壤水分含量的变化；R流域出口处流量；Rn为太阳净辐射；N为白昼长度；Kc植被系数；c为常数。 上述研究结果可以为进一步分析年内冻土湿地水分状况对温度变化的响应提供基础，也可为气候变化条件下冻土湿地水文过程的响应研究提供参考。