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一、前言最近十年来,沉排在护底和护岸工程中的应用在荷兰得到充分发展,而在三角洲规划、航道和其他河道的护岸工程中也得到广泛应用。这意味着,一方面对传统的沉排必须进行大规模的技术改造,另一方面还必须研究新的沉排结构形式。充砂沉排即为新的沉排结构的一种形式。津考恩(Zinkcon B.V.)受德尔夫特(Delft)水工实验室委托,以调查研究实际有关工程取得的经验为依据,制订出充砂沉排的设计规范。本文论述了在水流条件和波浪作用下,平床上充砂沉排的设计原则。此原则同样适用于斜坡河岸。德尔夫特实验室的康特(J.L.M.Konter)先生也参加了这方面研究,并参与起草本文。
I. INTRODUCTION In the recent ten years, the application of Shen Pai in the protection of the bottom and the revetment has been fully developed in the Netherlands, and has also been widely used in the project of bank protection in delta planning, waterway and other river courses. This means that, on the one hand, it is necessary to carry out large-scale technological transformation of the traditional submerged submerged arc and on the other hand it is also necessary to study the new submerged structural form. Sand filling sink row is a form of new sink structure. Zinkcon B.V. commissioned by the Delft Hydraulics Laboratory to develop a design specification for a sand-filled sink based on a survey of actual experience with the project. This article discusses the design principle of sand bed on flat bed under the condition of water flow and wave. The same principle applies to slopes. J.L.M.Konter, Delft Laboratory, also participated in this research, and participated in the drafting of this article.