Flood hazard delineation combining geomorphological and hydrological methods: an example in the Northern Iberian Peninsula

Flood mapping requires the combination and integration of geomorphological and hydrological-hydraulic methods; however, despite this, there is very little scientific literature that compares and validates both methods. Two types of analysis are addressed in the present article. On the one hand, maps of flood plains have been elaborated using geomorphological evidence and historical flood data in the mountainous area of northwestern Spain, covering an area of more then 232 km² of floodplains. On the other hand, a hydrometeorological model has been developed (Clark semidistributed unit hydrograph) in the Sarria River basin (155 km², NW Spain). This basin is not gauged, hence the model was subjected to a goodness-of-fit test of its parameter (curve number) by means of Monte Carlo simulation. The peak flows obtained by means of the hydrological model were used for hydraulic modeling (one-phase, one-dimensional and steady flow) in a 4 km² urban stretch of the river bed. The delineation of surface areas affected by floods since 1918, as well as those analyzed subsequent to the geomorphological study, reveals a high degree of reliability in the delineation of the flooded areas with frequent recurrence intervals (<50 years). If we compare these flooded surface areas with the estimate obtained by the hydrological-hydraulic method we can see that the latter method overestimates the extent of the surface water by 144% for very frequent recurrence intervals (>10 years) and underestimates it as the recurrence interval increases, by up to 80% less floodplain for exceptional events (>500 years). Finally, a management map is put forth combining the most reliable results available by integrating both methods. Originally presented at the Sixth International Conference on Geomorphology.     

一种计算台风风场的方法

揭示Ｒａｎｋｉｎｅ涡风场模式和Ｊｅｌｅｓｎｉａｎｓｋｉ风场模式之间的联系，并设计了一种台风风场分布模式，它的风速分布曲线落在Ｊｅｌｅｓｎｉａｎｓｋｉ和Ｒａｎｋｉｎｅ涡两个风场模式的风速分布曲线之间，具有一个既优于Ｊｅｌｅｓｎｉａｎｓｋｉ又优于Ｒａｎｋｉｎｅ涡的风速衰减速率，因此它同时克服了Ｒａｎｋｉｎｅ涡模式计算风速偏小和Ｊｅｌｅｓｎｉａｎｓｋｉ模式计算风速偏大的缺点，以一种比较合理的变化趋势向远方衰减，成为一个比较切合实际的台风风场分布模式。同时，文中提出的移行台风风场计算方法对宫崎正卫、上野武夫和Ｊｅｌｅｓｎｉａｎｓｋｉ模式都有一定的改进。     

Wave run-up and overtopping on smooth and rough slopes of coastal structures

A series of hydraulic model tests has been carried out in a glass wave flume to investigate the influences of wave height, wave period, wave steepness, surf similarity parameter, roughness, layer thickness and porosity on wave run-up and overtopping of 1:2 sloped impermeable and permeable breakwaters fronted by a 1:10 gentle, smooth beach slope. The analysis of results involves the correlation between the overtopping energy transfer with the relative wall height and the relationship between wave run-up and overtopping rate. Further, measured wave run-up and overtopping rates are compared with the results given in the Shore Protection Manual (1984), Automated Coastal Engineering System (1992)and results of other investigators.     

Paraconchoecia diacanthus n. sp., a new species of planktonic Ostracoda

Ｐａｒａｃｏｎｃｈｏｅｃｉａｄｉａｃａｎｔｈｕｓｎ．ｓｐ．,ａｎｅｗｓｐｅｃｉｅｓｏｆｐｌａｎｋｔｏｎｉｃＯｓｔｒａｃｏｄａ￥ＣｈｅｎＲｕｉｘｉａｎｇａｎｄＬｉｎＪｉｎｇｈｏｎｇ（ＲｅｃｅｉｖｅｄＡｐｒｉｌ１６,１９９３１ａｃｃｅｐｔｅｄＪｕｌｙ２０...     

One new species of free-living marine nematodes (Enoplida,Anticomidae, Cephalanticoma) from the Huanghai Sea

One new species of free-living marine nematodes Cephalanticoma filicaudata sp. nov. from the Huanghai Sea, China is described and illustrated. Cephalanticoma filicaudata sp. nov. is characterized by well developed cephalic capsule, three teeth at the anterior of oesophagus, excretory pore opens posterior to cervical setae, only two cervical setae per file, body length longer than 5 200 μm, tail long and no ventral-lateral seta between the supplement and the cloacal opening. Types are deposited in the College of Marine Life Sciences, Ocean University of China.     

Research on the spectral analysis and test method of period signals in monthly mean sea level

Ｒｅｓｅａｒｃｈｏｎｔｈｅｓｐｅｃｔｒａｌａｎａｌｙｓｉｓａｎｄｔｅｓｔｍｅｔｈｏｄｏｆｐｅｒｉｏｄｓｉｇｎａｌｓｉｎｍｏｎｔｈｌｙｍｅａｎｓｅａｌｅｖｅｌ￥ＭａＪｉｒｕｉ；ＴｉａｎＳｕｚｈｅｎ；ＺｈｅｎｇＷｅｎｚｈｅｎａｎｄＣｈａｉＸｉｎｍｉｎ（Ｒ...     

浙北地区旱涝预报问题探讨—一种汛期降水量长期预报方法

本文分析了当地前期气象要素——温度的演变特点与汛期降水量之间的关系,建立了两者之间的回归方程,并由此作出降水量的长期预报,从预报误差和试报结果看,效果是好的。     

Dynamic Analysis of a Single-Column Platform (II)

This paper describes the study of a single-column structure used as well-head platform. In order to check the reliability of computation theory and programme, model tests have been carried out. The paper introduces the conclusion of tests and the dynamic properties of single-column platform are obtained.     

中国沿岸水域养殖贝类及其养殖笼网污损苔虫7新种

拟小孔苔虫属Microporella和斑孔苔虫属Fenestrulina均隶于唇口目Cheilostomida有囊亚目Ascophorina皮壳次目 Lepraliomorpha裂孔超科Schizoporelloidea拟小孔苔虫科Microporellidae。这两个属的主要区别在于：拟小孔苔虫属具有鸟头体，而斑孔苔虫属无鸟头体。我们在研究中国沿岸水域养殖贝类及其养殖笼网的污损苔虫时发现，中国一些学者以前所报道的“纤毛拟小孔苔虫”并非 Pallas(1766)所鉴定的种，而是包括不同于纤毛拟小孔苔虫Microporella ciliata Pallas，1766的5个不同的独立种，即本文所描述的拟小孔苔虫属的5个新种：空穴拟小孔苔虫 Microporella vacuatus sp.nov.、小筛网拟小孔苔虫Microporella cribellata sp.nov.、无齿拟小孔苔虫Microporella inermis sp.nov.、异北方拟小孔苔虫 Microporella antiborealis sp.nov.和项链拟小孔苔虫 Microporella monilifera sp.nov.。这5个新种与纤毛拟小孔苔虫的主要区别是:5新种的口刺为2~6根，除无齿拟小孔苔虫的口上卵胞仅具一列边缘孔外，其他4新种卵胞前表面还有分散的穿孔；而纤毛拟小孔苔虫的口刺为6根，口上卵胞细颗粒状，无穿孔。研究中我们还发现前人所定名为“马氏斑孔苔虫”的种并非 Audouin(1826)所描述的种，而是4种不同于马氏斑孔苔虫 Fenestrulina mallusii Audouin，1826的独立种，其中两种不属于污损苔虫的范畴，另外的两种即本文所描述的斑孔苔虫属的两新种，即中华斑孔苔虫Fenestrulina Sinica sp.nov.和东方斑孔苔虫Fenestrulina orientalis sp.nov.。这两个新种与马氏斑孔苔虫的主要区别在于：两新种口刺均为4~6根，受孕个虫有2根裸露的口刺；而马氏斑孔苔虫的口刺为2~3根，受孕个虫无裸露的口刺。     

Triple diagram method for the prediction of wave height and period

Many formulations have been developed so far to predict the wave height and period from fetch length and wind blowing duration for a constant wind speed. This study aimed to predict wave parameters from fetch length and meteorological factors by using triple diagram methodology based on Kriging principles. Proposed model results were compared with Joint North Sea Wave Project (JONSWAP) model which is used so commonly in the ocean and coastal engineering studies. For the implementation of the methodology hourly wave and wind data were obtained from a buoy located in Lake Ontario. Numerical and graphical comparisons demonstrated that the proposed method outperforms the classical formulation.