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91.
92.
Investigation on the Oscillating Buoy Wave Power Device   总被引:4,自引:0,他引:4  
SU  Yongling 《中国海洋工程》2002,16(1):141-149
An oscillating buoy wave power device (OD) is a device extracting wave power by an oscillating buoy. Being excited by waves, the buoy heaves up and down to convert wave energy into electricity by means of a mechanical or hydraulic device. Compared with an Oscillating Water Column (OWC) wave power device, the OD has the same capture vvidth ratio as the OWC does, but much higher secondary conversion efficiency. Moreover, the chamber of the OWC, which is the most expensive and difficult part to be built, is not necessary for the OD, so it is easier to construct an OD. In this paper, a nu-merical calculation is conducted for an optimal design of the OD firstly, then a model of the device is built and, a model test is carried out in a wave tank. The results show that the total efficiency of the OD is much higher than that of the OWC and that the OD is a promising wave power device.  相似文献   
93.
Abstract

A preliminary method for coding random self-similar river networks and the corresponding distance calculations are proposed in a companion paper. The coding method is applied to generate random self-similar river networks, and the corresponding algorithm for calculating the geometric distances of the links is employed to determine the width function of the river networks, and thus evaluates the adaptability of the process. The width function-based geomorphological instantaneous unit hydrograph (WF-GIUH) model is then applied to estimate the runoff of the Po-bridge watershed in northern Taiwan. The results imply that the separately random self-similar generating algorithm can be used to simulate river networks during the rainfall–runoff process. It can also help analyse the variations of the river network when rainfall locations change and study the influence on hydrological responses (IUH) when the shape of river network changes.  相似文献   
94.
为了解象山东部海域夏季大型底栖动物群落特征及种间相互作用情况,于2012年8月(夏季)对象山东部海域30个站位进行了大型底栖动物的调查研究。共采集,鉴定大型底栖动物36种(优势种20种),隶属于7门8纲24科,节肢动物15种(41.7%)最多,脊索动物7种(19.4%)次之。聚类分析和MDS排序结果表明,象山东部海域夏季大型底栖动物可以分为4个生态类群。选取Levins生态位宽度指数和Pianka重叠指数进行生态位分析,结果表明:象山东部海域夏季大型底栖动物优势种生态位宽度变化范围为5.22—21.66,生态位宽度值最高的为东方口虾蛄(21.66),最小的为小荚蛏(5.22);Pianka重叠指数大于0.60的优势种占19.5%,多样的生境以及生物本身的适应能力差异,使该海域大型底栖动物优势种的生态位重叠值偏小,减小了种间的竞争。该海域大型底栖动物优势种夏季生态位结构的形成主要与优势种的活动能力有关。  相似文献   
95.
In this study, we propose to identify morphological and hydraulic characteristics related to overbank flows in the water level time‐series available at many gauged stations. The results obtained at 13 river stations (the catchment sizes vary from 10 to 1700 km2 with contrasted geology, land use and rainfalls regime) show that overflow mechanisms at the river‐reach scale can be systematically identified in the water level frequency distribution estimated with the peaks‐over‐threshold (POT) method. A first level (Lts1) was in the range of the incipient flooding onto the floodplain. Even if the definition of this level is variable in terms of flooded area at the reach scale, this method can be useful in providing a first estimation of the bankfull level for many gauged stations, without complex and costly field surveys. A second level (Lts2) was systematically detected on average 38 cm above the topographic flat floodplain elevation. The Lts2 inflection in the water‐level frequency distribution is assumed to reflect a composite effect of catchment hydrology and local hydraulics and channel geometry, without possibility to make a clear distinction between both processes at the moment. The local or reach scale effect would probably play an essential role in the frequency distribution as flood attenuation at catchment scale may explain the inflection Lts2 at only three sites. In light of the knowledge acquired in laboratory flumes with compound channels, most of the time Lts2 level would correspond to the level of resumption of flow both in the main channel and the floodplain. Once this method is validated in various physiographic contexts, it should apply to many hydrometric stations for both synchronic (e.g. regional analysis) and diachronic analysis (e.g. evolution over time of the bankfull discharge) to evaluate anthropic impacts on river morphology. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   
96.
Headwater storage–discharge (S–Q) remains one of the least understood processes, and there is renewed interest in the S–Q relation. How well can the S–Q relation be interpreted mechanistically using geometric factors? In this paper, the hillslope storage Boussinesq and hillslope storage kinematic wave equation were adopted to guide the theoretical derivations. Analytical solutions were derived based on the hsKW equation for nine idealized hillslope aquifers, which were subdivided into two groups, i.e. hillslope aquifers with exponential hillslope width function (C1) and hillslope aquifers with Gaussian hillslope width function (C2). We found that analytical expressions of the S–Q relation can be derived for C1 hillslope aquifers. For more compound hillslope aquifers, i.e. C2, no explicit S–Q relation can be obtained. The whole subsurface recession after a rainstorm is simulated by applying the initial saturation condition. We found that the simulated S–Q processes can be characterized by a two‐phase recession, i.e. quick and slow recession. The time (tb) at the dividing point of the quick and slow recessions depends on the geometric factors, such as the plan and profile curvature. In the quick recession for C1, many of the S–Q curves can be described as linear or quasi‐linear functions, which indicate that linear reservoir models can be applied approximately for recession simulations. However, during the slow recession phase of C1 and during the whole recession of C2, the S–Q relations are highly non‐linear. Finally, we compared the hillslope storage kinematic wave and hillslope storage Boussinesq models for simulating subsurface water recession after a rainstorm event in a real‐world headwater catchment (G5) in China. Through comparison of the recession slope curves, we found that the simulated results of the models employing the Gaussian hillslope width function match the observed hydrograph. The results indicated that appropriate organization of the hillslope geometric factors enhances our ability to make S–Q predictions. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   
97.
根据鸭绿江西水道口外两个站位大小潮实测悬沙数据,结合表层沉积物特征及潮流动力分析结果,从悬沙浓度、悬沙输沙量和悬沙粒级3个方面,分析了悬浮泥沙浓度大小潮时空变化特征及其与潮汐、潮流动力因素的关系,净输沙量特征及输沙方向、悬沙各粒级百分含量与涨落潮及泥沙沉积物之间的关系等内容。计算分析表明:影响悬沙动力特征的主要因素为空间位置、动力强弱及泥沙源;1#站位细粒沉积物丰富,潮流及输沙受口门地形控制,2#站位地形平坦,沉积物颗粒粗,泥沙源来自异地;悬沙浓度受潮流、潮汐动力影响呈规律性变化,输沙量受潮流动力、泥沙来源双重影响;两个站位悬沙粒级百分含量随涨落潮的峰值变化及与流速、流向、潮位的对应关系的不同,有效的指示了沉积物空间分布特征,反映了外部环境对悬沙的作用过程。  相似文献   
98.
利用采自阿勒泰中部地区6个低海拔(1354-1970m)样点的西伯利亚落叶松(Larix sibirica Ledeb.) 或西伯利亚云杉(Picea obovata Ledeb)样本,建立各采点的树轮宽度指数年表。分析标准化树轮宽度年表的特征参数及对气候的响应表明:1.拜克托别标准化树轮宽度年表包含的气候信息最多,其次是大东沟前标准化树轮宽度年表。2.6个标准化树轮宽度年表与阿勒泰中部地区自建站以来的气象数据进行相关普查发现拜克托别及大东沟前标准化树轮宽度年表与6-8月降水量、4-8月降水日数呈显著正相关,石人东年表与7-8月平均最高气温呈显著负相关。这些相关具有明确的树木生理学意义。  相似文献   
99.
沙漠及其边缘地区生态环境脆弱,对气候变化敏感。但沙漠地区有限的森林资源限制了区域百年到千年尺度上的历史气候变化研究。利用采自巴丹吉林南缘的青海云杉年轮宽度资料,重建了区域近191 a(1815—2005年)来的年降水(前一年7月至当年8月的总降水量)变化序列。重建的相关系数是0.636,方差解释量为40.4%,调整自由度后的解释方差R2adj为0.392。重建结果稳定可靠。分析区域过去年降水变化结果可见,19世纪该区域干湿变化频繁,20世纪前半段主要以干旱为主,干湿转变较少。20世纪20年代的干旱事件在巴丹吉林南缘的干旱持续时间更长。周期分析的结果表明,区域年降水量变化有2 a、4 a、64 a等周期。  相似文献   
100.
CINRAD/SB伺服系统线路设计特点和维修方法   总被引:1,自引:0,他引:1  
潘新民  柴秀梅  王全周  徐俊领  崔炳俭 《气象》2010,36(10):128-133
总结了CINRAD/SB型新一代天气雷达交流变频调速数字伺服系统线路技术特点和与CINRAD/SA线路设计上的差别。根据数字伺服系统信号流程、电源控制保护原理,从状态监测信息、FC文件信息、报警信息、关键点参数测量和关键信号的传输路径入手,详细介绍了数字伺服系统故障诊断方法和技巧,并列举了两个不同类型的典型故障个例的理论分析和处理步骤。提出了伺服系统维修方面的一些建议,为新一代大气雷达技术支持和保障提供借鉴。  相似文献   
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