Time-based signal characteristics as predictors of fish size and species for a side-looking hydroacoustic application in a river   总被引：1，自引：1，他引：1  

Burwen  Debby L; Fleischman  Steven J; Miller  James D; Jensen  Mark E 《ICES Journal of Marine Science》2003,60(3):662-668

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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   

Coding random self-similar river networks and calculating geometric distances: 2. Application to runoff simulations / Codage de réseaux hydrographiques auto-similaires aléatoires et calcul de distances géométriques: 2. Application à la simulation de l'écoulement     

《水文科学杂志》2013,58(5)

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   

How well can the subsurface storage–discharge relation be interpreted and predicted using the geometric factors in headwater areas?          下载免费PDF全文

Jintao Liu  Xiaole Han  Xi Chen  Henry Lin  Aihua Wang 《水文研究》2016,30(25):4826-4840

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 (t_b) 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   

阿勒泰中部地区树轮宽度年表特征及其对气候的响应     

海丽其姑.阿不来海提  袁玉江  喻树龙  张同文  陈峰  尚华明  张瑞波 《沙漠与绿洲气象(新疆气象)》2015,9(3):36-43

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   

巴丹吉林南缘近两百年来年降水重建及初步分析     

张永香 《沙漠与绿洲气象(新疆气象)》2015,9(1):12-16

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   

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   

新一代多普勒天气雷达CINRAD/CD谱宽资料分析应用初探     

王芬  李腹广  李腹玉  张辉 《沙漠与绿洲气象(新疆气象)》2009,3(2):51-54

主要概述了多普勒天气雷达CINRAD/CD谱宽资料的物理意义、影响因素,并分析了在实际业务工作中谱宽与速度的关系.在理论分析的基础上,从气象因素、非气象因素、其它因素3个方面着重分析了影响谱宽大小的因素,并从风切变、湍流、粒子下落速度、波束宽度的横向风效应4个方面来分析谱宽与速度两者之间关系.指出风切变区除了可通过径向速度场来确定外,也可通过谱宽的大值区来确定,给出了针对不同降水类型的速度谱方差范围,以及雹云不同区域的湍能耗散率ε大小与实际降雹强度关系.另外运用谱宽数据可以对径向速度数据的可靠性进行检验,高谱宽值表明速度没有代表性.  相似文献   

Scale invariance analysis of channel network width function and possible implications for flood behaviour     

BETTY RICHARDS-PECOU 《水文科学杂志》2013,58(3):387-404

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树轮降水记录及东亚夏季风强弱变化——以内蒙古包头地区为例   总被引：23，自引：0，他引：23  

刘禹  蔡秋芳  马利民  安芷生 《地学前缘》2001,8(1):91-97

在精确交叉定年的基础上 ,依据树木年轮宽度指标 ,分别精确重建了中国内蒙古包头地区过去 2 6 0a来 2— 7月上旬及 6— 8月上旬降水总量 ,方差解释量分别达到 42 6 0 %和 32 6 0 % ,并与历史记载进行了良好的对比。通过 6— 8月上旬降水总量所反应的干湿时段的分析 ,研究了东亚夏季风10 0 10 1a尺度的强弱变化历史。发现在过去近 2 6 0a中 ,东亚夏季风经历了 8次较强和 8次较弱的发展过程。同时周期分析表明 ,6— 8月上旬降水存在 12 6 3,7 5 ,5 115 2 2 ,4 5 34 6 2 ,3 16 3 5 3a的准周期。  相似文献