@article{oai:kanazawa-u.repo.nii.ac.jp:00011786,
 author = {Takase, Nobutada and Nunomoto, Hiroshi and 高瀬, 信忠 and 布本, 博},
 issue = {2},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Sep},
 note = {The design flood discharge of the Kurobe River was determined 4200m³/sec in 1937, when the improvement of the river was planned. At that time, there were few data for hydraulics and hydrology, and there were only 41 data obtained by observation of the discharge from April to July, 1935. From these data, the stage-discharge curve was calcu­lated and the discharge was decided as 4200m³/sec in consideration of the factor of safety. Accidentally in July 1 1952, the biggest flood in past occurred at Aimoto Weir, and although the max. flood discharge was estimated as about 4870m³/sec, there were a few data for hydraulics and hydrology. 
　In this paper, with these a few data, we studied the actual condition of this flood concerning hydraulic side, and estimated the max. flood discharge. Moreover, in company with inspecting on the propriety in big flood of the stage-discharge curve that we usually use to estimate the hydrograph, we wish to obtain the basic data for the sake of the rational river planning.},
 pages = {65--73},
 title = {黒部川・昭和27年7月1日洪水の水理学的実態解析について},
 volume = {7},
 year = {1973}
}