submerged breakwaterとは 意味・読み方・使い方

Moreover, the submerged breakwater 5 is a trapezoidal shape in its cross-section, and includes a bottom-sediment permeation-preventing portion in its core.例文帳に追加

上記潜堤は断面台形状であり、その中心部に底質透過防止部分を有する。 - 特許庁

The submerged breakwater 5 is formed of one or more of stone material, concrete material, brick material, and artificial solidification material using a dredge soil.例文帳に追加

上記潜堤は石材，コンクリート材，レンガ材，浚渫土を用いた人工固化材の１つまたは１つ以上から形成される。 - 特許庁

To provide a method of developing an artificial tideland which can be maintained over a long time, and to provide an earth retaining submerged breakwater for use in developing the reclaimed tideland.例文帳に追加

長期間安定的に維持される人工干潟を造成する方法及びその造成に用いる土留め潜堤を提供する。 - 特許庁

This artificial tideland 1 is formed by inputting sediment 6 for the tideland inside surrounded by the submerged breakwater 3, by forming the submerged breakwater 3 surrounding a tideland preparation area 11, by arranging an earth retaining member 9 composed of a grounding plate 7 and a rising wall 8 in viscous earth ground 2 of the weak water bottom so that the grounding plate 7 turns to the offing side 10.例文帳に追加

人工干潟１は、接地板７と起立壁８とからなる土留部材９が、接地板７が沖側１０に向くように軟弱な水底の粘性土地盤２に設置されて干潟造成区域１１を囲む潜堤３が形成され、該潜堤３で囲まれた内側に干潟用土砂６が投入されてなる。 - 特許庁

In this way, the wave breaking action of the submerged breakwater is accelerated regardless of the fluctuation in the tidal level thereby the difference in water level can be kept adequately and the sea water exchange can be performed effectively.例文帳に追加

そのため、潮位の変動にかかわらず潜堤の砕波作用が促進され、水位差を良好に保つことができて海水交換が効果的になされる。 - 特許庁

To provide an artificial tideland and its preparation method, capable of shortening a construction period, and capable of reducing construction cost, by securing stability of a submerged breakwater, without improving the original ground.例文帳に追加

原地盤を改良することなく潜堤の安定性を確保して、工期の短縮と工費の低減を図ることができる人工干潟およびその造成方法を提供することである。 - 特許庁

An upright levee 2 having a headrace hole 5 in a lower portion and a submerged breakwater 3 with a channel-shaped plan view having its starting end and final end at the upright levee 2 located at the ocean side are provided, and a retarding area 4 surrounded by the submerged levee 3 and the upright levee 2 is formed.例文帳に追加

下部に導水孔５を有する直立堤２と、前記直立堤２より外洋側に設けられ直立堤２にその始端、終端を有する平面コ字状の潜堤３を設け、前記潜堤３と前記直立堤２とにより囲まれた遊水部４を形成する。 - 特許庁

More preferably the angle θ at which waves at the upper surface 11 of the earth retaining submerged breakwater 10 can be broken, is set to 6 to 18 degrees, and a width W of the same in a coast-offing direction is set to 0.3 to 0.5 times a wavelength L of the offshore waves 5.例文帳に追加

更に好ましくは、土留め潜提10の天端11の砕波可能な角度θを６〜１８度とし、土留め潜提10の天端11の岸沖方向の幅Ｗを沖波５の波長Ｌの０．３〜０．５倍とする。 - 特許庁