排序方式: 共有105条查询结果,搜索用时 93 毫秒
61.
62.
该文阐述加格达奇城市过水路堤建设要点是确保稳定大河主流,分散滩流,缩短水阻交通时间而采取了平衡过水断面,缓速滩流,"淤沙填沟",改造沼泽滩地,发展城市建设有效用地等方面取得了实践效果。 相似文献
63.
对近年来靖江边滩周期性切割发生的位置、切割时的规模和切割体的大小进行梳理分析,并对1966年以来已发生的12次较大规模切割时机和切割流量进行重点研究。结果表明:洪季和枯季均有可能出现切割。洪季落潮切割时上游径流38 700~54 100 m3/s,平均47 000 m3/s;枯季涨潮切割时上游径流11 800~23 700m3/s,平均17 000 m3/s;心滩下移速度1.0~1.8 km/a。为此,可加强易切割流量时地形观测,预估下移心滩进入航槽的时间,提前配置疏浚设备,对航道疏浚维护具有重要的意义。 相似文献
64.
65.
66.
随着在滩涂之上建设人工沙滩的举措逐渐增多,人工沙滩剖面横向输沙研究有非常重要的现实意义。在与海岸动力相互适应的原岸滩上建造人工沙滩是较为复杂的问题,并且实际工程中的人工沙滩还受到工程措施的影响,剖面形态较难预测。在原海滩上建造人工沙滩较复杂,它适应了海岸的力量;实际工程中的新滩受工程测量的影响,因此其剖面形状难以预测。针对这个问题,采用物理模型试验的方法,针对受挡沙坝及护岸限制的人工沙滩剖面在不同水位及波浪条件下的形态变化进行试验研究,并应用工程中常用的平衡剖面模型对相对稳定的剖面进行计算比较,得出了形成稳定的剖面形态所需要的条件。试验结果验证了初始岸滩坡度1∶15的适用性,得出了当波浪受结构物影响较小时可以形成均衡沙滩剖面的结论。 相似文献
67.
Ourania Tzoraki Isavela N. Monioudi Adonis F. Velegrakis Nicolaos Moutafis Gerasimos Pavlogeorgatos Dimitra Kitsiou 《Coastal management》2018,46(2):78-102
This contribution addresses the need for a simple model for managers to employ when planning strategies for the management of touristic beaches under sea level rise. A methodological framework was developed and tested in two Aegean archipelago islands (Lesvos and Rhodes, Greece). The scheme can represent the status of touristic island beaches, based on easily obtained variables/indicators and projections of beach erosion/retreat under different scenarios of mean sea level rise (MSLR) and extreme events. Information on beach geomorphological characteristics, environmental setting, water quality, management, and services (such as those used in the “Blue Flag” classification) was collated/collected and beach erosion/retreat due to CV & C was estimated through suitable ensembles of cross-shore (1-D) morphodynamic models. A Strength-Weaknesses-Opportunities-Threats (SWOT) framework was employed to assist in the selection of indicators and multicriteria analysis used to optimize indicator weights and rank beaches according to their sustainability under sea level rise. Implementation of the framework at the two islands has shown that: the majority of Lesvos and Rhodes beaches (82% of a total of 217 beaches and 58% of a total of 97 beaches, respectively) can be classified as beaches with no, or minimal, human interference, suggesting that under environmentally sound coastal management further touristic development might be afforded; there could be very significant effects of the sea level rise on the carrying and buffering capacities of the most developed (“Blue Flag”) beaches, with some expected even under conservative projections to be completely eroded by 2100, unless technical adaptation measures are taken; and using the proposed framework, touristic beaches can be rapidly ranked in terms of their resilience to sea level rise and their development potential, allowing prioritization of effective management responses. 相似文献
68.
基于潮流泥沙数学模型和滩涂动态平衡与人类活动前后水沙因子变化的经验关系,建立了长历时滩涂动态演变的经验动力数值模型。根据浙江省飞云江河口丁山围区和钱塘江河口的实测水沙及地形资料对抛坝促淤效果进行了验证,结果表明抛坝促淤效果计算与实测基本吻合。在此基础上,研究了某抛坝促淤工程后附近海域滩涂演变过程。预测结果表明促淤工程减弱了附近海域的水动力,使附近床面将发生淤积,经5~10 a达到淤积平衡,其中前5 a的淤积量约为总量的80%。为调控围涂工程引起的附近海域床面的淤积强度,减小对周边生态环境的影响,应控制促淤围涂的强度。 相似文献
69.
70.
淮河淮滨—三河尖航道整治中混凝土铰链排的应用研究 总被引:1,自引:0,他引:1
淮河淮滨至三河尖河段浅滩多,长度大,严重制约了航运的发展,必须进行整治。而淮河防洪形势严峻,航道整治不能采用传统的筑坝等壅水建筑物。采用疏浚结合混凝土铰链排护滩的治理措施,并对混凝土铰链排的宽度、长度、间距和排体稳定性进行了分析研究。 相似文献