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31.
黄河三角洲河口区滨海湿地面积动态变化与影响因素分析 总被引：2，自引：0，他引：2
采用遥感和地理信息系统技术,根据遥感影像数据和实测水深数据,分析了现代黄河三角洲河口区滨海湿地面积的变化规律,并计算了研究区湿地面积与黄河入海沙量之间的相关性。结果表明,黄河改道清水沟流路初期,三角洲河口区滨海湿地面积呈快速增长之势,但滩涂面积变化较复杂,1996年实施清8出汉工程后,低潮线至水下-2,-5和-6m湿地... 相似文献
32.
Semi-diurnal and fortnightly surveys were carried out to quantify the effects of wind- and navigation-induced high-energy events on bed sediments above intertidal mudflats. The mudflats are located in the upper fluvial part (Oissel mudflat) and at the mouth (Vasière Nord mudflat) of the macrotidal Seine estuary. Instantaneous flow velocities and mudflat bed elevation were measured at a high frequency and high resolution with an acoustic doppler velocimeter (ADV) and an ALTUS altimeter, respectively. Suspended particulate matter concentrations were estimated by calibrating the ADV acoustic backscattered intensity with bed sediments collected at the study sites. Turbulent bed shear stress values were estimated by the turbulent kinetic energy method, using velocity variances filtered from the wave contribution. Wave shear stress and maximum wave–current shear stress values were calculated with the wave–current interaction (WCI) model, which is based on the bed roughness length, wave orbital velocities and the wave period (TS). In the fluvial part of the estuary, boat passages occurred unevenly during the surveys and were characterized by long waves (TS>50 s) induced by the drawdown effect and by short boat-waves (TS<10 s). Boat waves generated large bottom shear stress values of 0.5 N m−2 for 2–5 min periods and, in burst of several seconds, larger bottom shear stress values up to 1 N m−2. At the mouth of the estuary, west south-west wind events generated short waves (TS<10 s) of HS values ranging from 0.1 to 0.3 m. In shallow-water environment (water depth <1.5 m), these waves produced bottom shear stress values between 1 and 2 N m−2. Wave–current shear stress values are one order of magnitude larger than the current-induced shear stress and indicate that navigation and wind are the dominant hydrodynamic forcing parameters above the two mudflats. Bed elevation and SPM concentration time series showed that these high energy events induced erosion processes of up to several centimetres. Critical erosion shear stress (τce) values were determined from the SPM concentration and bed elevation measurements. Rough τce values were found above 0.2 N m−2 for the Oissel mudflat and about 1 N m−2 for the Vasière Nord mudflat. 相似文献
33.
Antoine Cuvilliez Julien Deloffre Robert Lafite Christophe Bessineton 《Geomorphology》2009,104(3-4):165-174
Since 1834 the Seine estuary (France) has been the site of numerous construction projects with the aim to accommodate and secure boat traffic. Since 1978, the increasing of the activities of Le Havre port, located at the mouth of the estuary, has accelerated the construction work rate. Several dykes, a bridge, and new port facilities have been constructed in rapid succession, modifying considerably the hydrodynamic conditions which sustain a partially vegetated sandy–muddy tidal flat located in the North bank of the estuary between the new port of Le Havre and the Normandy bridge achieved in 1995.The present study deals with the morphological evolution of this zone from 1978 to 2005. The use of a low altitude remote sensing technique combined with traditional methods of ground survey and probes allow to demonstrate the impact of human activities on sedimentary and vegetation dynamics. The Northern mudflat of the estuary is the most affected by these human activities, which surface have reduced of 62% during the last 27 years with an intensified local erosion during the last 27 months corresponding to a loss 1 250 000 m3 of fine-grained sediment. At the same time, the general sanding up in the channel of the zone has caused a loss of more than 31% of the tidal prism, more than three quarters of which occurred during the last three years. Results also establish that the response times of the sedimentary or topographic readjustment to an installation depend on the extent and the nature of the construction. In fact, the sedimentary readjustments to an installation can be delayed by up to 10 years in the case of the Seine estuary. This delay is explained by a rapid succession of construction works which may occult the effect of a single installation. Except in the case of a dyke built perpendicular to ebb and flood currents, the impacts of these installations reach a hydro-sedimentary equilibrium on the level between 1 and 7 years after their completion. 相似文献
34.
选取辽宁盘锦双台河口滩涂翅碱蓬生长消亡区的20个土壤样本点,比较其与翅碱蓬生长繁茂区的11种微量元素含量,并对其变化量进行主成分分析,得出双台河口滩涂土壤中含量变化显著的微量元素为Mn、Zn和Rb。通过这3种微量元素含量变化曲线图,可以看出其含量变化趋势大体上是减少的,且距离拦海大坝越近,含量越高,距离拦海大坝越远,含量越低。研究区河口底泥中Mn、Zn和Rb的含量分别占研究区滩涂土壤中的47.6%、64.3%和78.5%,表明了研究区滩涂土壤中3种元素主要是由河口地区的沉积物带来的。河口地区水中的沉积物主要由两部分组成:一部分是由河水携带的泥沙颗粒直接在河口地区沉积形成;另一部分是由河水携带的大量胶体,在入海口处产生胶凝作用形成。 相似文献