基于孔压静力触探试验的水运工程土分类方法研究     

杜宇  刘松玉  祝刘文  邹海峰  蔡国军 《岩土力学》2022,43(5):1353-1363

土的工程分类是工程勘察和设计应用的关键问题之一。基于孔压静力触探测试（piezocone penetration test,简称CPTU）原位测试参数进行土分类是高效实用的方法。国内外现有分类方法的名称及标准与我国《水运工程岩土勘察规范》（JTS 133－2013）不符合。因此,建立基于CPTU原位测试参数、符合我国行业标准的土工程分类方法具有重要工程意义。在收集大量国内外水运工程CPTU测试资料的基础上,对比分析了616个间距小于5 m的CPTU测试孔和相应钻孔取样与室内土工试验成果。选择国内外7种常用的CPTU土分类图进行应用比较,发现这些土分类图所采用的应力修正计算方法在考虑浅层土体的有效上覆应力修正时存在一定的缺陷,通过引入新的应力修正方法和修正土分类边界线,建立了适合我国水运工程的CPTU土分类方法。对比应用分析表明,该分类图能够准确地进行水运工程土类划分,尤其适合于软土、粉细砂和中粗砂的划分,可作为我国水运工程的土工程分类方法。  相似文献   

Numerical Simulation of Abnormal Wave Height Change Induced by Excavated Waterway with Boussinesq Equation     

Zhang Yonggang  Li Yucheng Associate Professor  Dept. of Mechanic Engineering  Shanghai Jiao Tong University  Shanghai Professor  Dept. of Civil Engineering  Dalian University of Technology  Dalian 《中国海洋工程》1998,(1)

A nonlinear numerical model has been set up by use of Boussinesq Equation with finite differ-ence method,and has been applied to the simulation of the abnormal change of wave height induced by ex-cavated waterway.Numerical results demonstrate that the abnormal change of wave height is due to theadding of the reflected wave height induced by excavated waterway to the incident wave height.Becausethe angle between the incident wave and the axis of the waterway is smaller than the critical angle,the re-flected wave produced by the waterway may propagate to the breakwater and may be added with the inci-dent wave,then the abnormal change of wave height before the breakwater may be caused.So the wave re-flection caused by the change of water depth cannot be neglected.  相似文献   

入海河口闸下河道泥沙淤积危害评估研究   总被引：1，自引：0，他引：1  

高祥宇  窦希萍  朱明成 《海洋工程》2013,31(5):55-61

入海河口闸下河道淤积会带来防洪排涝安全问题、影响上游的排灌环境、恶化下游的通航条件、威胁水闸的正常运行等,本文主要针对其增大防洪排涝灾害风险进行探讨。首先介绍了海河流域主要入海河口和苏北里下四港闸下河道的淤积情况和排水能力的变化,然后根据闸下淤积影响因子、洪涝灾害发生频率和抗灾能力等指数建立了风险评估体系,以海河流域和江苏里下四河为例,划分闸下淤积危害为五级,分别为极轻危害、轻危害、中危害、较重危害和重危害。计算分析表明:海河流域的海河闸和永定河闸闸下河道淤积为较重危害,泥沙淤积为严重淤积;独流减河闸下淤积为中危害,泥沙淤积为相对严重淤积。江苏里下四河的射阳河闸和黄沙港闸闸下淤积为较重危害,泥沙淤积为严重淤积;新洋港闸和斗龙港闸闸下淤积为中危害,泥沙淤积为相对严重淤积。  相似文献   

应用数字航道航标信息提高航标测绘效率     

袁鹏 《地理空间信息》2019,17(4):69-70,I0003

通过研究"数字航道"动态监测平台中航标的各项信息与航标测绘数据的关联性,实现航标数据共享,优化现阶段航道维护性中航标测绘的工作方式和流程,从而实现利用数字航道航标信息提升航道测绘工作效率和质量,降低航道维护测量成本。  相似文献   

Census survey approach to quantifying īnanga spawning habitat for conservation and management     

Shane Orchard  Michael J. Hickford 《新西兰海洋与淡水研究杂志》2018,52(2):284-294

Here, we describe a methodology for quantifying the spawning habitat of īnanga (Galaxias maculatus), a protected native fish species. Our approach is demonstrated with a survey of the Heathcote/ōpāwaho following the Canterbury earthquakes that produced unexpected findings. Spawning habitat was detected over a 2.5?km reach and the area occupied by spawning sites (75m²) was much larger than in previous records (ca.?21m²). Sites dominated by the invasive Phalaris arundinaceae were found to support high egg numbers. Spawning has not previously been recorded on this species and it is identified in the literature as a threat to spawning habitat. Considerable spatio-temporal variation was also detected in the location of spawning sites and pattern of egg production. Together, these aspects illustrate the need for a comprehensive survey methodology to reliably quantify spawning habitat. The Heathcote/ōpāwaho example shows the utility of our census approach for achieving this, and supporting habitat conservation objectives.  相似文献   

基于数字高程模型定量分析长江口深水航道工程治理效果     

王丽华  恽才兴 《海洋学报》2010,32(3):153-161

长江口深水航道工程于1998年开工建设,2002年和2005年一期和二期工程先后竣工,分别达到8.5和10.0 m通航水深。自2006年三期工程实施以来,北槽航道中段连续4a发生严重淤积,年疏浚维护量平均达6×107m3,影响三期工程目标的如期实现。通过自主开发的数字高程模型定量分析平台,建立时间序列的空间分布属性数据库,对长江口深水航道工程治理过程前后的河床冲淤变化规律和工程效果进行量化分析,分析结果揭示了长江口南港北槽深水航道近期淤积的泥沙来源、淤积过程、主要淤积原因和淤积部位,从而为工程治理对策提供科学依据。  相似文献   

The study on a new technology of waterway information system     

HUANGYu  WUHonghai  HEYe  YAOShengchu 《海洋学报(英文版)》2009,28(5):112-115

It is a lot limitations to survey and design waterway by the CAD technique,due to timely variation of hydrology and ecology in the complicated estuary area,such as Changjing River estuary.In this paper,the advantages of GIS technique is applied to manage and process the multi kind,multi scale and multi time hydrographic parameters,including water depth,current velocity,tidal,waves,wind speed,temperature and salinity etc.,also to deal with different projection,different scale charts.Meanwhile,in the paper,combination techniques of GIS and CAD has been developed for unification of the charts for efficient management,two-way automatic carts conversion between GIS and CAD,automatic cutting and assemble of a number of Charts,flight path of the projection of spatial data and coordinate transformation.This new technique has been applied to survey and design waterway of Changing River estuary.The result shows that the combination technology of GIS and CAD has application potentiality in the waterway survey and design.  相似文献   

感潮河段潮流数值计算   总被引：1，自引：1，他引：1  

茅泽育马吉明  余云童蒋炳芳 裴文林 《海洋工程》2003,21(4):86-90

应用圣维南方程组、普赖斯曼隐格式及双扫描解法等提出了感潮河段洪潮遭遇的非恒定流数值计算模型，并对感潮河网中所常见的边界条件进行了分析研究。计算与实测结果比较表明，所采用的方法有效可行。  相似文献   

厦门港深水航道整治工程潮流模型试验和泥沙回淤分析   总被引：2，自引：2，他引：2  

徐啸  郑久清 《台湾海峡》2003,22(1):92-101

对厦门港深水航道潮汐水流试验研究和泥沙回淤分析研究结果表明 ,58km长深水航道范围内泥沙总回淤量为 2 80× 1 0 4 m3 a,其中海沧进港航道的墓前礁浅段和猴屿南的嵩鼓水道仍然是回淤率较大的区段 .此外 ,海沧港区的西端由于码头突出原岸线 70 0多米 ,落潮流被挑离码头 ,形成大尺度回流 ,不仅增加了回淤量 ,对船舶靠泊也不利 .对强波浪条件下泥沙集中淤积问题的研究计算结果表明 ,一次大风浪可能造成的回淤率并不大 ,外航道范围内一次大风浪过程 ( 2d)的回淤率不大于 9.0cm d ,内航道不大于 5.0cm d ,港内不大于 2 .5cm d .  相似文献   

Study on the Improvement of Sea-Entering Waterway in the Changjiang Estuary     

Shen Huanting  Xu Haigen Ma Xiangqi Professor 《中国海洋工程》1992,(3)

The Changjiang Estuary is the doorway of the Shanghai Harbour and the throat for the six provinces in the Changjiang River drainage area. However the minimum water depth of the waterway in the estuary is only about six meters, so that the development of the Shanghai Harbour and the utilization of water transportation on the Changjiang River have been greatly restrained. Since 1975, the depth of the sea-entering waterway of the Changjiang Estuary has been successfully increased by one meter. This article has made a comprehensive summing-up about the selection of waterways, the determination of the line for dredging and disposal of the dredged material, thus providing reference data for future work in increasing the depth of the waterway of the Changjiang Estuary and for controlling similar waterways of other estuaries.  相似文献