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Field Observation of Fine Sediment Resuspension Process at Tama River Mouth in Tokyo Bay 东京湾多摩河口细沙再悬浮过程的野外观测
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.516
Y. Nakagawa, Ryuichi Ariji, S. Matsuzaka, Kazunobu Morohoshi, H. Yagi, K. Nadaoka, Susumu Tanaka
A field observation, comprising bottom mounted instruments for near-bottom currents and suspended sediment concentrations, was carried out for 1-month at Tama River mouth in Tokyo Bay. The measurements have captured sediment resuspension during extreme wave conditions associated with typhoon that passed over Kanto district in the early September of 2007. The sediment resuspension was caused primarily by waves at the monitoring site and combined current-wave bottom shear stress reached 0.9 Pa. Based on the SS-flux analysis during the recording period, the net suspended sediment transport at the site was towards the SW or outer Tokyo Bay.
在东京湾的多摩河口进行了为期1个月的实地观测,其中包括安装在底部的近底流和悬浮沉积物浓度仪器。在2007年9月初台风经过关东地区的极端波浪条件下,这些测量捕获了沉积物的再悬浮。监测点泥沙再悬浮主要由波浪引起,流波底剪应力组合达到0.9 Pa。记录期间ss通量分析表明,该站点净悬沙输运方向为东京湾西南方向或东京湾外方向。
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引用次数: 1
Development of a practical method for estimating directional spectrum from HF radar backscatter 一种实用的高频雷达反向散射方向谱估计方法的发展
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.1451
N. Hashimoto, Lukijanto, Masaru Yamashiro, S. Kojima
For the purpose of developing a practical method for estimating directional wave spectrum from HF radar sea-echo Doppler spectrum, a Bayesian method proposed by Hashimoto and Tokuda (1998) is modified and improved. In the method, a formulation of directional spectrum is characterized by an exponential function having the power expressed by a Fourier series over the directional range, while being assumed to be a piecewise-constant function over the frequency range. The method is examined using numerical simulation, with its validity being discussed. The result shows that the method has advantage in that it requires less memory and shorter computation time in practical applications.
为了开发一种从高频雷达海回波多普勒频谱中估计定向波谱的实用方法,对桥本和德田(1998)提出的贝叶斯方法进行了修正和改进。在该方法中,方向谱的公式以指数函数为特征,其幂在方向范围内由傅里叶级数表示,同时假定它是频率范围内的分段常数函数。通过数值模拟对该方法进行了验证,并对其有效性进行了讨论。结果表明,该方法在实际应用中具有占用内存少、计算时间短的优点。
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引用次数: 3
Field Survey of Damage Due to February 2008 High Wave on East Coast of Toyama Prefecture 富山县东海岸2008年2月大浪造成的损失实地调查
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.151
K. Kawasaki, N. Mizutani, K. Iwata, Tomonao Kobayashi, M. Yuhi, T. Saitoh, Toshikazu Kitano, Hirokazu Sumi, H. Mase, T. Yasuda
High wave with long wave period, which is known by local residents as “Yorimawari-Nami”, hit the east coast of Toyama Prefecture on February 24, 2008. The high wave, in particular, caused huge human and property damages in Ashisaki district of Nyuzen town. The purpose of this study is, at first, to examine coastal damages induced by the swelllike wave throughout filed surveys. The characteristics of high wave deformation, wave overtopping of a gentle-slop type revetment and inundation flow in the residential area are, furthermore, discussed by performing wave hindcasting with a GFS-WRF-SWAN coupled model and numerical simulation on wave overtopping of the revetment in Ashisaki district using a two-dimensional numerical wave flume “CADMAS-SURF”.
2008年2月24日,富山县东海岸发生了被当地居民称为“约里马瓦纳美”的长波大浪。特别是大浪给牛原镇的石崎区造成了巨大的人员和财产损失。本研究的目的是,首先,在实地调查中检查由浪涌引起的海岸损害。在此基础上,利用GFS-WRF-SWAN耦合模型进行波浪后推,并利用二维数值波浪水槽“CADMAS-SURF”对Ashisaki地区护岸波浪过顶进行数值模拟,探讨了缓坡型护岸高波浪变形、波浪过顶和住宅小区淹没流的特征。
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引用次数: 3
Basic Study of Effects of Mesh Division on Run-up Tsunami Simulation 网格划分对助跑海啸模拟影响的基础研究
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.236
Y. Murashima, F. Imamura, S. Koshimura
Mesh division of geographic model effects on results of run-up tsunami simulation. Recently, approximate accuracy ofgeographic models increase with using LIDAR (airborne laser). And run-up tsunami simulation using mesh of severalmeters came to be done. In this study, we study effects of mesh division on inundation area of run-up tsunami simulation.To exclude the effects of various conditions of the tsunami simulation, we designed the simplified probability calculationmodel. The calculation model determines the reaching probability of tsunami inundation area. As a result, the tendencythat inundation area of run-up tsunami simulation decreases as mesh size decrease was theoretically confirmed.
地理模式网格划分对助跑海啸模拟结果的影响。近年来,激光雷达(LIDAR,机载激光雷达)的应用提高了地理模型的近似精度。并利用几米网格进行了助跑海啸模拟。在本研究中,我们研究了网格划分对助跑海啸模拟中淹没面积的影响。为了排除海啸模拟中各种条件的影响,我们设计了简化的概率计算模型。计算模型确定了海啸淹没区域的到达概率。从理论上证实了前段海啸模拟的淹没面积随网格尺寸减小而减小的趋势。
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引用次数: 0
Estimations of Nutrient Fluxes and Nutrient Load from Waterfowls at a Tidal Flat in the Tokyo Port Wild Bird Park 东京港野鸟公园潮滩水禽养分通量和养分负荷的估计
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.1131
Takumi Hatano, Shintaro Sekiguti, K. Murakami, K. Nakase
It is said that tidal flat have high biological productivity and high self clarification in coastal water area. In Japan, tidal flat has disappeared and the ability of water clarification has fallen down as a result of coastal reclamation accompanied with industrialization. In this paper, we observed water quality over 2 tidal cycles and calculated nutrient load from waterfowls at a tidal flat in the Tokyo Port Wild Bird Park to estimate the self clarification by tidal flat. In conclusion, we found the following results.(1) Function of this tidal flat is net source of phosphorus and net sink of nitrogen and chlorophyll-a in summer.(2) Nutrient load from great cormorant (Phalacrocorax carbo) is the largest amount among waterfowls and the peak value is obtained in October. However, this value is not so large compared to nutrient fluxes.
滩涂在沿海水域具有较高的生物生产力和较强的自澄清能力。在日本,随着工业化的发展,围海造地导致滩涂消失,海水净化能力下降。本文通过对东京港野鸟公园一个潮滩2个潮汐周期的水质观测,计算了水禽的营养负荷,以估计潮滩的自澄清作用。结果表明:(1)该滩地在夏季是磷的净源,氮和叶绿素-a的净汇;(2)大鸬鹚的养分负荷在水禽中最大,在10月份达到峰值。然而,与养分通量相比,这个值不是那么大。
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引用次数: 1
Evaluation of Effect of Beach Nourishment as a Measure against Beach Erosion on South Kujukuri Beach 南久久里海滩营养措施对海滩侵蚀的效果评价
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.731
T. Uda, K. Furuike, Yukiyoshi Hoshigami, Hideki Nagayama
The effect of the offshore nourishment using sand with several grain sizes was investigated on south Kujukuri Beach. Beach profiles were first measured along four survey lines of the coast as well as the sampling of sea bottom materials. Based on these field data, beach changes were predicted using the contour-line-change model which considers the sorting effect owing to different grain size. It is concluded that the most appropriate method to recover the foreshore and to prevent further beach erosion is to carry out the beach nourishment using sand with mixed grain sizes at a rate of 2×104m3/yr.
在久久里海滩南部研究了不同粒径的沙粒对海岸营养的影响。首先沿着海岸的四条调查线测量海滩剖面,并对海底物质进行采样。在此基础上,利用考虑不同粒度分选效应的等高线变化模型对滩涂变化进行预测。结果表明,以2×104m3/yr的速率进行混合粒度砂的海滩营养是恢复前滩和防止海滩进一步侵蚀的最合适方法。
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引用次数: 2
Experiment on Reduction of wave Overtopping Rate by Seawall with Double Parapet and Permeable Layer 双层胸墙和透水层海堤降低浪涌率试验
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.826
E. Saitoh, T. Hiraishi, Shigeki Inagaki
Several offshore airports in the Japanese coasts are often damaged+these days by the wave overtopping due to storm s. One of the problems in such offshore airports is the limitation of seawall crown height derived from the width, height and distance of runway. Minami et al.(2007) have proposed a new typ. seawall with a wide permeable layer behind the front parapet to reduce the wave overtopping rate. In this paper, an experiment in a directional wave basin is carried out to determine the most appropriate width of permeable layer and height of its backward parapet. The experimental results reveal that the wave overtopping rate becomes smaller than the allowable level as the permeable layer becomes wider than 6m. The backward parapet has to be higher than 2.5m to prevent the overflow into runways.
最近,日本沿海的几个海上机场经常因风暴引起的波浪漫过而受到破坏。这些海上机场的问题之一是海堤冠高的限制,这是由跑道的宽度、高度和距离决定的。Minami et al.(2007)提出了一种新的类型。在前护墙后面有宽透水层的海堤,以减少波浪的过顶率。本文通过在定向波池中进行试验,确定了最适宜的透水层宽度和后墙高度。实验结果表明,当透水层宽度大于6m时,波浪过顶率小于允许水平;后挡板高度应大于2.5米,以防止溢流进入跑道。
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引用次数: 0
Long-and Short-term Trends of Shoreline Position Change near the New Mouth of the Omono 欧莫诺新河口附近海岸线位置变化的长期和短期趋势
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.636
H. Matsutomi, Yohei Kondo, Taichi Kimura, Hitoshi Tanaka
Long-termt rendo f shorelinep ositionc hangen ear the new moutho f the Omonop ouringi nto the sea of Akita Southern Coast is discussed by using old map, topographicaml aps, field data collected in the last fifteeny ears and by examining accuracy of the old map (Inoul arge-scalem ap). Short-termt rend of shorelinep osition change on the same coast is also discussed to judge whethera remarkabler eceding of shorelinep ositiona t the Hamada-hamab athingp lace located near the mouth in July 2006 is a rare case. Through these discussions, it is concluded that 1) the shoreline position had basi cally advanced from 1800 to around 1900, and then it has gradually receded undulating and 2) the remarkable receding in July 2006 is not a rare case from the viewpoint of absolute shoreline position change
本文利用旧地图、地形图、近15年来的野外数据,并通过对旧地图(Inoul大比例尺地图)的精度检验,讨论了秋田南海岸新河口入海后的海岸位置变化的长期变化。本文还讨论了同一海岸岸线位置变化的短期趋势,以判断2006年7月靠近河口的滨田-滨海事件发生的岸线位置明显偏移是否罕见。通过这些讨论得出结论:1)从1800年到1900年前后,岸线位置基本前进,然后逐渐退潮起伏;2)从岸线位置绝对变化的角度来看,2006年7月的明显退潮并非罕见
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引用次数: 0
Study on Maintenance of Non-Wave Overtopping Performance of Flaring Shaped Seawall against Sea Level Rise 扩口型海堤抗海平面上升无浪过顶性能的维护研究
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.821
K. Murakami, J. Nitta, D. Maki, Y. Kamikubo, Yasuto Kataoka
Hydraulic performances of a non-wave overtopping type seawall were investigated on a supposition of the sea level rise that might occur near future. Two-dimensional hydraulic experiments were carried out under some different water level conditions, which reproducing the sea level rise, to clear the effect of the sea level rise on the hydraulic performances of the non-wave overtopping type seawall. Furthermore, this study proposes an appropriate countermeasure against the sea level rise to maintain an excellent checking effect of the wave overtopping of the seawall. Both the efficiencies of the proposed countermeasure and characteristics of the maximum wave pressure acting on it were evaluated through hydraulic experiments.
在海平面上升的假设下,研究了一种无波漫顶型海堤的水力性能。为明确海平面上升对无浪涌型海堤水力性能的影响,在不同水位条件下进行了再现海平面上升过程的二维水力试验。此外,本文还提出了适当的应对海平面上升的对策,以保持对海堤浪涌的良好抑制效果。通过水力实验,对所提对策的有效性和作用在其上的最大波浪压力特性进行了评价。
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引用次数: 0
Water Quality of Rainwater and Its Impact on Primary Production in the Osaka Bay 大阪湾雨水水质及其对初级生产的影响
Pub Date : 2008-10-10 DOI: 10.2208/PROCE1989.55.1061
S. Nishida, Yusuke Nakatani, Kyosuke Shimada, Masayasu Irie
A nutrient load by rainfall has an important role in the primary production in an enclosed bay. We made analyses of rainwater qualities around the Osaka Bay, and calculations for the impact of the precipitation on the water quality and primary production in the Osaka Bay, using a 3D hydrodynamic water-quality model. The rainwater had high concentration of T-N about 0.7mg/L on average for observed rains. The total precipitation loads of T-N, T-P were 1, 300, 11 ton/year, which are only about 3% and 0.4% of total inflow load in the Osaka Bay, respectively. However, calculation results show that the precipitation make phytoplankton biomass increase in the surface layer about 3μg/L in the southwest area of the bay, where the tidal exchange is small and the DIN concentration is very low.
降雨带来的养分负荷在封闭海湾初级生产中起着重要作用。我们分析了大阪湾周围的雨水质量,并使用三维水动力水质模型计算了降水对大阪湾水质和初级生产的影响。降雨中T-N浓度较高,平均约为0.7mg/L。T-N、T-P的总降水负荷分别为1 300、11吨/年,仅占大阪湾总入流负荷的3%和0.4%左右。然而,计算结果表明,降水使海湾西南区表层浮游植物生物量增加约3μg/L,潮交换较小,DIN浓度很低。
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引用次数: 1
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Doboku Gakkai Ronbunshuu B
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