共查询到20条相似文献，搜索用时 93 毫秒
1.
2.
基于前人对无植物河道河相关系研究方法及研究成果,本文遵循仙农熵(Shannon Entropy)理论,利用最大熵原理和变分法,给出考虑植物因子影响的河相关系系数动态表达式,并利用室内物理模型试验所观测的数据对该公式进行敏感性分析和验证,得到比较满意的理论结果. 相似文献
3.
基于前人对无植物河道河相关系研究方法及研究成果,本文遵循仙农熵(Shannon Entropy)理论,利用最大熵原理和变分法,给出考虑植物因子影响的河相关系系数动态表达式,并利用室内物理模型试验所观测的数据对该公式进行敏感性分析和验证,得到比较满意的理论结果。 相似文献
4.
针对河口地区潮流特点,建立了潮流量推算一维水动力数学模型。该模型将Sa in t-V enan t方程组进行求解,并根据涨、落潮流的水动力特性,分别进行涨、落潮糙率率定,准确计算出逐时段河道各断面的水位和流量。应用该模型对宁波三江口地区的潮流量进行推算,结果表明,计算的潮流量与该地区实测的潮流量吻合得较好。 相似文献
5.
6.
7.
为了探究岛屿周围珊瑚礁在抵御海啸灾害中的作用,采用激波捕捉类Boussinesq模型FUNWAVE-TVD,对孤立波在理想化三维岛礁地形上的传播及爬坡开展了现场尺度的平面二维数值模拟,分析了入射波高、礁坪水深、礁坪宽度、礁前斜坡坡度、礁后斜坡坡度、珊瑚礁糙率对岛屿四周孤立波爬高分布的影响。结果表明,珊瑚礁的存在总体上可有效降低岛屿四周孤立波的最大爬坡高度;入射波高、礁坪水深、礁坪宽度、珊瑚礁糙率是影响珊瑚岛礁四周孤立波爬坡分布的主要因素,岛礁四周最大爬坡高度会随入射波高和礁坪水深的增大、礁坪宽度和珊瑚礁糙率的减小而不断增大;当礁坪水深增大到一定程度时,珊瑚礁主要会对岛屿背浪面的爬高失去影响,而当礁坪宽度和珊瑚礁糙率减小至一定程度时,会出现岛礁四周最大爬高高于无珊瑚礁时爬高的现象;礁后斜坡的变缓会使岛礁周围的最大爬高有所减小,而礁前斜坡坡度对珊瑚岛礁周围的最大爬高几乎没有影响。 相似文献
8.
《中国海洋大学学报(自然科学版)》2015,(5)
冬季河流封冻后,水体表面出现固体冰盖,使得过水断面的湿周增大,水力半径减小,从而导致了水流结构和紊动水体对河底附加切应力的改变。进行冰盖下水流纵向紊动特性试验研究对进一步探讨冰盖下的紊流冲刷具有一定的指导意义。本文借助室内模拟试验,对不同流速、水深、冰盖糙率等条件下的冰盖下水流垂线流速及紊动强度进行了观测与分析,得出了以下结论:在水流条件基本一致的情况下,冰盖下水流纵向紊动强度比明流大;且随冰盖糙率的增大,冰盖下水流的纵向紊动强度逐渐增大。 相似文献
9.
复式河道滩地植物对水流紊动结构影响的试验研究 总被引：9，自引：0，他引：9
利用室内变坡水槽,精细模拟了复式河道滩地不同植物对漫滩水流的干扰作用,并借助声学多普勒测速仪(ADV)观测了不同垂线、不同测点的瞬时流速,计算了水质点三维相对紊动强度,分析了其变化特征,探讨了滩地不同种类植物对水流内部结构的影响。试验发现,滩地植物改变了复式河道水流内部结构,导致植物带内近床面处各个方向水流相对紊动强度明显减弱,横向因植物丛内阻力和流速变化引起的滩区壅水导致横比降增加,主槽相对紊动强度显著增强;植物淹没条件下水流相对紊动强度沿水深的分布明显存在转折点,此位置可以认为是滩地植物对水流影响的“第二边界”。 相似文献
10.
11.
全球海岸生态系统正遭受气候变化及人类活动带来的威胁, 本文基于沙坝-潟湖系统海岸典型剖面形态, 通过设计实施动床波浪水槽试验, 定量研究了侵蚀浪条件下沉水植被对该系统海岸冲淤的影响。结果表明: 沉水植被明显削弱了沙坝前坡波浪破碎区前缘的波高增大幅度, 并使坝后波高衰减; 植被作用使波浪反射和透射系数减小、耗散系数增大; 侵蚀浪作用下, 沙坝坝顶冲刷较明显, 潟湖内呈淤积趋势, 海岸前丘受波浪冲刷呈陡坎形态。植被影响下沙坝和前丘区域最大侵蚀厚度均减小; 植被可减少沙坝净侵蚀量、潟湖内淤积量及离岸输沙量, 对海岸前丘有较好的保护作用。 相似文献
12.
Longitudinal dispersion in wave-current-vegetation flow 总被引：1，自引：0，他引：1
S. Patil X. Li C. Li B. Y. F. Tam C. Y. Song Y. P. Chen Q. Zhang 《Physical Oceanography》2009,19(1):45-61
The flow, turbulence, and longitudinal dispersion in wave-current flow through submerged vegetation are experimentally examined.
Laboratory experiments are carried out by superimposing progressive waves on a steady flow through simulated submerged vegetation.
The resultant wave-current-vegetation interaction shows strong interface shear with increase in the velocity due to the wave-induced
drift. The increase in turbulence in the region of vegetation is found to be about twice higher than in the no-wave case due
to the additional mixing by wave motions. Solute experiments are conducted to quantify the wave-current-vegetation longitudinal
dispersion coefficient (WCVLDC) by the routing method and by defining length and velocity scales for the wave-current-vegetation
flow. An empirical expression for the WCVLDC is proposed. Although the increase in vertical diffusivity is observed as compared
with bare-bed channels, the shear effect is stronger, which increases the value of the WCVLDC. The study can be a guideline
to understand the combined hydrodynamics of waves, current, and vegetation and quantify the longitudinal dispersion therein.
Published in Morskoi Gidrofizicheskii Zhurnal, No. 1, pp. 50–67, January–February, 2009. 相似文献
13.
The steady flow-induced instability of a partially embedded pipeline involves a complex process of pipe-soil interaction. In accordance with the hydrodynamic loading and the dimensionless analyses, a series of pipe-soil interaction tests have been conducted with an updated pipe-soil interaction facility including a load-displacement synchronous measurement system, to reveal the underlying pipe-soil interaction mechanism. The effects of pipe surface roughness, end-constraint and initial embedment are investigated, respectively. The values of lateral-soil-resistance coefficient for the rough pipes are bigger than those for the smooth pipes. For a fixed value of non-dimensional submerged weight, the values of lateral-soil-resistance coefficient for the anti-rolling pipes are much larger than those for the freely laid pipes. The effects of initial embedment on the ultimate soil resistance get less with the decrease of the submerged weight of the pipe. A comparison is made between the results of the present mechanical-actuator tests and those of the previous water-flume tests, indicating that those results are quite comparable. For the equivalent level of dimensionless submerged weight, the directly laid pipe in currents has higher lateral stability than in waves. 相似文献
14.
Luca Cavallaro Antonino Viviano Giovanni Paratore Enrico Foti 《Ocean Science Journal》2018,53(3):461-474
Surface wave interaction with aquatic vegetation appears to play a key role in coastal hydro-morpho-dynamics. As an example, the presence of a dense meadow at intermediate water depth is usually associated with a stable and resilient shore. Wave-meadow interactions are investigated here by means of physical modelling, with a focus on wave height distribution and hydrodynamics. The central part of a wave flume is covered by flexible artificial seagrass, composed of polyethylene leaves. This vegetation is tested in both near emergent and submerged conditions. The wave height reduction is evaluated by means of a drag coefficient defined from linear wave theory, which contains all the unknowns of the adopted methodology. The behaviour of such a coefficient is investigated as a function of a wave related Reynolds number. The influence of the flexibility of the leaves is also considered, together with a wave frequency parameter. The results show a complex behaviour with three different trends for near rigid, intermediate or highly flexible leaves. Amplitudes of the orbital velocities are investigated and show a fairly good match with the linear wave theory. On the contrary, the mean velocity along the water column appears to be modified by the seagrass for submerged leaves. 相似文献
15.
This study examines the hydrodynamic performance of a modified two-layer horizontal-plate breakwater. The breakwater consists of an upper submerged horizontal porous plate and a lower submerged horizontal solid plate. By means of the matched eigenfunction expansion method, a linear analytical solution is developed for the interaction of water waves with the structure. Then the reflection coefficient, the transmission coefficient, the energy-loss coefficient and the wave forces acting on the plates are calculated. The numerical results obtained for limiting cases are exactly the same as previous predictions for a single submerged horizontal solid plate and a single submerged horizontal porous plate. Numerical results show that with a suitable geometrical porosity of the upper plate, the uplift wave forces on both plates can be controlled at a low level. Numerical results also show that the transmission coefficient will be always small if the dimensionless plate length (plate length versus incident wavelength) exceeds a certain moderate value. This is rather significant for practical engineering, as the incident wavelength varies over a wide range in practice. Moreover, it is found that the hydrodynamic performance of the present structure may be further enhanced if the lower plate is also perforated. 相似文献
16.
本文基于OpenFOAM建立三维波浪数值水槽,模拟计算植被水域波浪作用下的床面切应力,分析了入射波高、植被密度、植被淹没高度、水流对植被水域波浪作用下床面切应力的影响。结果表明:纯波时,由于植被的阻水作用,植被水域床面切应力沿程衰减,其衰减程度与入射波高、植被密度及植被淹没高度呈现正相关;与纯波时相比,在波浪和同向流共同作用下正向床面切应力幅值增大,负向床面切应力幅值减小;弱水流对植被水域床面切应力的大小及分布无明显影响;强水流时,床面切应力在植被水域先增大后逐渐减小并在植被水域后显著降低。 相似文献
17.
长江口南北港分汊口河段新浏河沙护滩潜堤及南沙头通道潜堤工程是典型的航道整治工程,经调查发现限流潜堤冲刷坑在两侧余排外对称分布,12 m以深等深线呈不连续坑状,南侧个别区段冲刷坑已侵入排内。基于工程地形监测和地质资料分析,通过现场水深测量、旁扫声纳扫测、潜水探摸、水文观测和三维潮流数学模型计算等手段,对限流潜堤排外局部冲刷情况和发生原因进行研究。研究结果表明潜堤排外冲刷是越顶水流长期作用所致,冲刷发展变化具有代表性,冲刷最大深度与地质条件有一定相关性。潜堤南侧护底余排边缘局部余排受外力损毁,引起排内冲刷,如进一步发展会影响堤身及结构安全,需对护底损坏部位进行修复以保证整治建筑物护底功能正常发挥。 相似文献
18.
The vegetation communities and spatial patterns on the Fire Island National Seashore are dynamic as the result of interactions with driving forces such as sand deposition, storm-driven over wash, salt spray, surface water, as well as with human disturbances. We used high spatial resolution QuickBird-2 satellite remote sensing data to map both terrestrial and submerged aquatic vegetation communities of the National Seashore. We adopted a stratified classification and unsupervised classification approach for mapping terrestrial vegetation types. Our classification scheme included detailed terrestrial vegetation types identified by previous vegetation mapping efforts of the National Park Service and three generalized categories of high-density seagrass, low-density seagrass coverages, and unvegetated bottom to map the submerged aquatic vegetation habitats. We used underwater videography, GPS-guided field reference photography, and bathymetric data to support remote sensing image classification and information extraction. This study achieved approximately 82% and 75% overall classification accuracy for the terrestrial and submnerged aquatic vegetations, respectively, and provided an updated vegetation inventory and change analysis for the Northeast Coastal and Barrier Network of the National Park Service. 相似文献
19.
The vegetation communities and spatial patterns on the Fire Island National Seashore are dynamic as the result of interactions with driving forces such as sand deposition, storm-driven over wash, salt spray, surface water, as well as with human disturbances. We used high spatial resolution QuickBird-2 satellite remote sensing data to map both terrestrial and submerged aquatic vegetation communities of the National Seashore. We adopted a stratified classification and unsupervised classification approach for mapping terrestrial vegetation types. Our classification scheme included detailed terrestrial vegetation types identified by previous vegetation mapping efforts of the National Park Service and three generalized categories of high-density seagrass, low-density seagrass coverages, and unvegetated bottom to map the submerged aquatic vegetation habitats. We used underwater videography, GPS-guided field reference photography, and bathymetric data to support remote sensing image classification and information extraction. This study achieved approximately 82% and 75% overall classification accuracy for the terrestrial and submnerged aquatic vegetations, respectively, and provided an updated vegetation inventory and change analysis for the Northeast Coastal and Barrier Network of the National Park Service. 相似文献
20.
Tony O. Henninger P. William FronemanNicole B. Richoux Alan N. Hodgson 《Estuarine, Coastal and Shelf Science》2009
The role of submerged macrophytes as refugia from fish predation and as possible food sources for the estuarine isopod Exosphaeroma hylocoetes ( Barnard, K.H., 1940) was investigated. Laboratory experiments tested the effectiveness of artificial vegetation, replicating submerged vegetation, in enabling isopods to elude selected fish predators Rhabdosargus holubi, Glossogobius callidus, Monodactylus falciformis and Clinus cottoides. Isopods preferentially hid in the vegetation (>90%), even in absence of fish. The predatory fish had varying success in finding isopods within the vegetation. Isopod mortality ranged from 2% (R. holubi) to a maximum of 87% (C. cottoides) within vegetation, depending on the fish predator present. Stable isotope and fatty acid analyses ruled out the submerged macrophyte Ruppia maritima and inundated fringing grasses as direct food sources, but highlighted the epiphytic biota (mainly diatoms) found on the submerged vegetation and sediments as more likely food sources. These findings are consistent with gut content analyses. The results suggest that the close association of E. hylocoetes with R. maritima is the result of the vegetation providing the isopod with a refuge against fish predation as well as areas of increased food availability. 相似文献