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18篇 您的检索式:作者名="Hulsbergen"
    题名 作者 年代 出处 被引量
1Numerical study of hydrodynamic mechanism of dynamic tidal power显示文摘Dynamic tidal power is a new way of capturing tidal energy by building a water head using a dike perpendicular to the coast. This study explored the hydrodynamic mechanism of the water head across an intended dynamic tidal power dike system using the Delft3 D-FLOW software module. The propagating wave was simulated in a rectangular domain with a horizontal sea bottom at a 30-m depth. A significant water head was created across the dike by blocking the water. The water head increased with increasing dike length and increasing undisturbed tidal current acceleration. The maximum water head for the dike with a length of 50 km, located 900 km from the western boundary, was 2.15 m,which exceeded the undisturbed tidal range. The time series of the water head behaved in a manner identical to the undisturbed tidal current acceleration. The distribution of the water head over the dike assumed an elliptical shape. A parasitic wave was generated at the attachment and scattered outward. The phase lag across the dike did not behave as a linear function of the detour distance.Peng Dai Ji-sheng Zhang Jin-hai Zheng Kees Hulsbergen Gijs van Banning Jeroen Adema Zi-xuan Tang 2018Water Science and Engineering2018,11,3:5
2Clinical and histological evaluation of portwine stain treatment with a microsecond-pulsed dye-laser at 577nm显示文摘Hulsbergen Henning JP van Gemert M J Lahaye CT 1984Lasers Surg Med1984,4,:1
3Improved Specific Synthesis of -and-L-Histidine显示文摘SOEDE-HUIJBREGTS C LAREN M V HULSBERGEN F B 2001J Labelled Cpd Radiopharm2001,44,12:1
4A method of energy balancing in crop production and its application in a long-term fertilizer trial显示文摘Hulsbergen K J Feil B Biermann S 2001Agriculture Ecosystems and Environment2001,,:1
5Resilience and Vulnerability: Coastal Dynamics or Dutch Dikes显示文摘Klein R J T Smit M J Goosen H Hulsbergen C H 1998Geographical Journal1998,164,3:1
6Thermal aspects of trenching burial and covering of hot submarine pipelines显示文摘Boer S Hulsbergen C H 0,,06:1
7Improved specific synthesis of -and -L-histidine显示文摘SOEDE-HUIJBREGTS C LAREN M V HULSBERGEN F B 2001J Labelled Cpd Radiopharm2001,44,:1
8Polycomb-Group Oncogenes EZH2 , BMI1 , and RING1 Are Overexpressed in Prostate Cancer With Adverse Pathologic and Clinical Features显示文摘Geert J.L.H. van Leenders Danny Dukers Daphne Hessels Susan W.M. van den Kieboom Christina A. Hulsbergen J. Alfred Witjes Arie P. Otte Chris J. Meijer Frank M. Raaphorst 2006European Urology2006,,2:1
9Prevalence of yon Hippel - Lindau gene mutations in sporadic renal cell carcinoma: results from The Netherlands cohort study 显示文摘van Houwelingen KP van Dijk BA Hulsbergen - van de Kaa CA 2005BMC Cancer2005,5,:1
10Urban Renewal and Regeneration in the Netherlands显示文摘Edward Hulsbergen Paul Stouten 2001City2001,5,3:1
11Demonstration of intermediate cells during human prostate epithelial differentiationin situ and in vitro using triple staining confocal scanning microscopy显示文摘 Dijkman H Hulsbergen van de Kaa C 2000Lab Invest2000,80,8:1
12Polystyrene-immobilised imidazole ligands;synthesis and complex formation with transition metal salts显示文摘Welleman J A Hulsbergen F B Reedijk J 1981Makromol Chem1981,182,:1
13Resilience and Vulnerability: Coastal Dynamics or Duteh Dikes?显示文摘Klein R J T Smit M J Goosen H Hulsbergen C H 1998The Geographical Journal1998,164,3:1
14Designing renewal on Europe's Multi-ethnic Urban Edge:the case of Bijlmermeer显示文摘Blair T L Hulsbergen E D 0,,04:1
15Modelling carbon cycles and estimation of greenhouse gas emissions from organic and conventional farming systems显示文摘Kustermann B Kainz M Hulsbergen K J 2008Renewable Agri- culture and Food Systems2008,23,:1
16Prevalence of von Hippel-Lindau gene mutations in sporadic renal cell carcinoma: results from The Netherlands cohort study显示文摘Van Houwelingen K P van Dijk B A Hulsbergen van de Kaa C A 2005BMC Cancer2005,5,1:1
17Sediment concentration measurements by transverse suction显示文摘Bosman J.J van der Velden E.T.J.M Hulsbergen C.H 0,,:1
18动态潮汐能大坝水头数值计算显示文摘动态潮汐能是一种新型的潮汐能开发方式,由荷兰海岸工程师Hulsbergen和Steijn提出,具体为建立一个长度为几十千米以上且垂直于海岸线的T型坝,使沿岸的潮汐波变形,从而在坝的两侧产生水头差,可用于潮汐能发电。不同的大坝尺寸会产生不同大小的水头,理论公式和数值模型均被用于计算该水头大小。本研究利用Kolkman公式和平直海岸二维潮流模型,分别计算了作用在大坝上的动态水头并进行无量纲处理,对比发现两种方法获得的结果较为接近。其中采用Kolkman公式所获结果略小,说明在开阔海域中海底阻力对动态潮汐能起次要作用,Kolkman公式忽略阻力项的算法是可行的,理论公式也同样能够反映潮汐和大坝的相互作用,通过Kolkman公式和数值模拟结果的互相验证,可以提高水位差的计算准确度。许雪峰 杨万康 Kees Hulsbergen 宋泽坤 王传崑 羊天柱 郑智佳 2015水力发电学报2015,34,11:0
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