共查询到19条相似文献，搜索用时 140 毫秒
1.
2.
3.
4.
5.
黄河下游河道是黄河流域系统中的一个重要的泥沙沉积汇，泥沙在这一沉积汇中的沉积对于入海泥沙通量有重要影响。作者引进河道排沙比来表示入海泥沙通量比率，并以黄河下游实测资料为基础，运用经验统计方法对人海泥沙通量比率与影响因子的关系进行了研究。入海泥沙通量比率与悬移质中大于0．05mm粗泥沙和小于0．025mm细泥沙的百分比有密切关系，粗泥沙部分所占比例越高，则入海泥沙通量比率越低，而细泥沙所占比例越高，则入海泥沙通量比率越高。洪水事件中最大含沙量和来沙系数越大，则入海泥沙通量比率越小。在黄河上、中游的4个水沙来源区中，两个清水区来水为河道提供了输沙动力，有助于减小淤积，有时甚至会发生冲刷，从而有利于输沙入海，增加入海泥沙通量比率。两个多沙区的来沙增大了下游河道的输沙负载，使泥沙容易淤积在河道中，从而降低入海泥沙通量比率。以年系列和洪水系列资料，建立了一系列表达上述影响的经验统计关系，运用这些关系可以解释和预测流域来水来沙及泥沙粒度因子的变化对入海泥沙通量比率变化的影响。研究发现，近30年来黄河入海泥沙通量比率呈减小趋势。由于黄河下游来水量不断减小，导致了河床的萎缩和输沙功能的衰退，使得输送入海的泥沙占下游来沙的比率减小。 相似文献
6.
声学悬浮泥沙观测系统的研制和应用 总被引：15，自引：4，他引：11
为观测水中悬浮泥沙的浓度剖面、监测水中污染物及研究近岸海区泥沙的迁移和沉积,研制了声学悬浮泥沙观测系统(ASSM).总结了设计时主要技术参数的确定及解决关键技术的方法。应用此系统观测长江口悬浮泥沙,得到典型悬浮泥沙浓度剖面。 相似文献
7.
8.
基于ADV声学泥沙反演与扩散机制分析 总被引：4，自引：1，他引：3
利用座底三脚架观测系统于2012年洪季对珠江黄茅海河口湾底边界层沉积动力过程进行了系统观测,建立了基于现场ADV探测的高频泥沙声学反演方法,分析了泥沙浓度、泥沙扩散通量及泥沙扩散系数随潮汐变化的特征,探讨了泥沙再悬浮的湍流猝发机制。泥沙浓度、泥沙扩散通量、涡动扩散系数及泥沙扩散系数具有明显的潮汐变化特征,主要表现为急流时较大、憩流时较小。泥沙沉降速度与泥沙浓度之间的幂函数关系可以很好地描述潮周期内沉降速度的变化。湍流猝发过程中,喷射和扫射事件是泥沙垂向扩散的主要动量来源,大振幅的猝发事件对泥沙垂向扩散具有决定性影响。 相似文献
9.
10.
北戴河海滩泥沙捕获实验及其初步结果分析 总被引：2，自引：1，他引：2
介绍了利用泥沙捕获器观测破波带泥沙垂直分布结构的现场实验方法和基本程序，以及利用实验结果计算泥沙通量的方法。研究表明，近岸带泥沙运移通量及其在垂向上的分布受破波带相对位置和海滩地形变化的影响。在破波点附近，波浪的搅动和流场作用强，泥沙运移通量增大，泥沙在波浪的作用下可以大量进入垂直水体以悬移和跃移的方式运移。在本实验中，破波点附近的泥沙在距海底100cm的垂直水体中运移，通量垂向向上逐渐减小。远离破波点，泥沙运移通量和进入垂直水体的高度明显下降。在地形变化复杂的有坝海滩，沙坝顶部的泥沙运移通量最大，泥沙进入垂直水体运移的机率增加，而在沙坝问的沟槽内，波浪和海流作用减弱，泥沙通量和垂向进入水体运移的比例下降。 相似文献
11.
海床基自动监测平台技术的研究应用 总被引：2，自引：1，他引：2
介绍了海床基自动监测技术国内外进展，就海床基自动监测平台系统的关键技术进行了论述。海床基自动监测平台系统是携带众多海洋环境观测传感器在海底工作的、自容式综合测量装置。它可布设于河口、港湾或者近海海底，对悬浮泥沙参数、海洋动力参数、温、盐和水质进行长期、同步、自动测量；系统回收后，通过系统软件建立各种海洋动力条件下特别是大风浪条件下悬浮泥沙的运移规律；建立温、盐、水位、流速剖面和通量、水质的时空变化规律。将多个站点的监测数据进行综合处理建立起海洋水体交换生态环境的时空联系，为科学地管理、治理和利用海洋自然环境造福人们提供决策依据。 相似文献
12.
13.
本文讨论了 1种具有远程数据传输功能的水质在线监测系统的研制与实现。它以 AT89C51单片机为核心器件 ,构成监测 5项水质常规参数的在线监测仪器 ,并通过公共电话网 ,将这些水质参数传送到远端的监控中心 ,提高了水环境监测的自动化水平 ,降低了水质在线监测设备的成本 ,在基层水环境监测部门及水处理厂具有推广价值。 相似文献
14.
15.
Three-dimensional hydrodynamic-eutrophication model (HEM-3D): application to Kwang-Yang Bay, Korea 总被引：9，自引：0，他引：9
The purpose of this paper is twofold: to describe the water quality model of Three-Dimensional Hydrodynamic-Eutrophication Model (HEM-3D) and to present an application of HEM-3D to a coastal system in Korea. HEM-3D, listed as a tool for the development of Total Maximum Daily Load by US Environmental Protection Agency, is a general-purpose modeling package for simulation of the flow field, transport, and eutrophication processes throughout the water column and of diagenetic processes in the benthic sediment. This paper describes the water quality model of HEM-3D with emphasis on its unique features. Excessive loadings of organic wastes have significantly deteriorated water quality conditions of Korean coastal waters. This paper presents an application of HEM-3D to Kwang-Yang Bay, a coastal system in Korea, which is one of the first water quality modeling efforts for Korean coastal waters accompanied by a relatively comprehensive field program. The current status of data availability for water quality modeling in Korea is discussed. 相似文献
16.
17.
18.
Contourites within a deep-water sequence stratigraphic framework 总被引：2，自引：2，他引：0
Rachel Brackenridge Dorrik A. V. Stow F. Javier Hern��ndez-Molina 《Geo-Marine Letters》2011,31(5-6):343-360
Sequence stratigraphy has proven to be an extremely useful predictive tool in the search for hydrocarbons along the continental margins. However, of the several models in use, none includes the effects of alongslope processes in deep-water. This paper, therefore, is a first attempt to place contourite depositional systems (CDSs) firmly within a sequence stratigraphic framework, based on detailed examination of over 20 CDSs worldwide. It also presents a new view of how sea level variation influences bottom current generation and intensity. Two key controls on contourite drift formation are identified: sediment influx and bottom current velocity. Sea level directly influences the sediment influx to a basin and, therefore, the contourite response fits nicely into the downslope sequence stratigraphy model. Bottom current velocity variations in response to sea level are more complex, and two key controls are identified: (1) oceanic gateways can effectively constrict and accelerate water masses and are therefore closely associated with CDS evolution; fluctuating sea level will affect the water exchange through a gateway; (2) changing rates of bottom-water generation: some water masses appear more vigorous during periods of lowstand, whereas others appear more sluggish. In order to accommodate this variation, two new sequence stratigraphy models are herein presented, comprising both downslope and alongslope processes. The first model reveals a CDS where bottom current activity is markedly more vigorous during times of sea level highstand, whereas the second model indicates margin evolution where bottom-water currents are most vigorous during times of sea level lowstand. It is recognised that there are additional controlling factors linked to sea level variation which can significantly modify the distribution and development of contourite elements. 相似文献
19.
《中国海洋工程》2020,(3)
This paper presents a systematic model test program to assess the uncertainty of the ship-bank interaction forces,using the planar motion mechanism(PMM) system in a circulating water channel(CWC). Therefore, the uncertainties due to ship-bank distance and water depth are considered, and they are calculated via the partial differentials of the regression formulae based on the test data. The general part of the uncertainty analysis(UA) is performed according to the ITTC recommended procedure 7.5-02-06.04, while the uncertainty of speed is identified as the bias limit due to the flow velocity maldistribution in the CWC. In each example test for the UA of ship-bank interaction forces, 12 repeated measurements were conducted. Results from the UA show that the contribution of water depth error and flow velocity maldistribution to the total uncertainty is noticeable, and the paper explains how they increase with the change of the test conditions. The present study will be useful in understanding the uncertainty regarding the ship-bank interaction force measurement in a CWC. 相似文献