The Research on the Hydraulic Model Experiment of Coastal Groin

碩士 === 國立成功大學 === 水利及海洋工程學系 === 86 === The main purpose of this research was study under the conditions of steadyslope of original shoreline﹑the angleof incidence between wave and shoreline,and same waveconditions (wave height﹑period of wave.) By changin...

Full description

Bibliographic Details
Main Authors: Chang, Jia Jang, 莊佳璋
Other Authors: Kuo Ching-Ton
Format: Others
Language:zh-TW
Published: 1998
Online Access:http://ndltd.ncl.edu.tw/handle/48579105050934206284
Description
Summary:碩士 === 國立成功大學 === 水利及海洋工程學系 === 86 === The main purpose of this research was study under the conditions of steadyslope of original shoreline﹑the angleof incidence between wave and shoreline,and same waveconditions (wave height﹑period of wave.) By changing the lengthof groin and the interval ratio, the influences ofthis two parameters on long-shore sand transport rate, sand accumulation at upcoast and downcoast of thegroin, and sand volume between two groins were studied. The result showed that longshore sand transport rate in the direction of vertical shoreline is generally found to distributed between the range of X/Xb=0.55~1.2 with the maximum value at X/Xb= 0.75. The impedance of sand driftingwas less efficient, when the length of groin was at B/Xb < 0.4, however,there was obvious performance when B/Xb>0.4. At the upcoast of groin,the sand volumeand the accumulated area above the water level increased with the increase of groin length, and reached maximum value when the ratio of its length and the distance from shore line to break point (B/Xb) around 0.94. The sand volume atthe upcoast of groin reached the maximum value when B/Xb = 0.7. About the for-warding shoreline at upcoast of the groin, before B/Xb< 0.94 the dimensionlessforwarding of upcoast shoreline increased with the increase of B/Xb, and untilB/Xb>0.94 the increasing become steady.About the sand volume above water levelbetween two groins, when the length of groin is 62.4 cm or 83.2 cm, maximum value under the condition of the interval ratio G/B=2.5 was achieved. However,when the groin interval ratio G/B between 2.0~3.0, the larger accumulated areawas obtained. When we set the interval of groin at 124.8 cm, the sand volume and the accumulated area above the water level reached the maximum value when B/Xb=0.54. In general, the losses of the following three values: the sand vol-ume at downcoast of the groin﹑the sand volume and the accumulated area above the water level at downcoast of the groin,would increase with the increasingratio of the length of groin and the distance from the shoreline to breakpoint.