下水溝の英語

汚染地下水の水脈５ａを上下方向に横断する溝穴１１ａを掘削する。例文帳に追加

A channel hole 11a crossing a vein of water 5a of contaminated underground water in the up-and-down direction is drilled. - 特許庁

この変位吸収溝５０から液状化層１２まで到達する地下水排出路７０を設ける。例文帳に追加

An underground water discharge passage 70 is provided to reach a liquefied layer 12 from the displacement absorbing ditch 50. - 特許庁

上面に複数の溝条部を傾斜した水受け部に形成し、開口部枠の切欠き部から流れ落ちる雨水や結露水が、溝付き開口部下水切部材の水受け部に滞水することなく水切りできる溝付き開口部下水切部材を備えた外壁の提供。例文帳に追加

To provide an exterior wall equipped with a water drip member under a grooved opening section capable of forming a plurality of groove stripe sections into a water receiving section on the surface and being drained without stagnating rain water flowing down from a notch section of an opening frame or condensation liquid water. - 特許庁

地盤流動が生じた場合には、非液状化層１１に設置した変位吸収溝５０が地盤の流動変位を吸収し、かつ液状化層１２に挿通された地下水排出路７０から地下水を排出して液状化層１２で生じる地下水の圧力を低減させる。例文帳に追加

When the flow of the ground occurs, the displacement absorbing ditch 50 installed in a nonliquefied layer 11 absorbs the fluidized displacement of the ground, and underground water is discharged from the underground water discharge passage 70 inserted through the liquefied layer 12, to reduce the pressure of underground water generated in the liquefied layer 12. - 特許庁

本願発明は、地下水位の高い地盤や軟弱地盤内に構築され、被圧地下水により共同溝が受ける揚圧力を防ぐことを課題とするものである。例文帳に追加

To provide a buoyancy preventing structure constructed in the ground having a high groundwater level or in the soft ground and capable of preventing the uplift pressure applied to an underground common duct by the pressed groundwater. - 特許庁

初めは浸透しきれず下水管へも流入した雨水も次第に細く長く造られた側溝の各所から浸透すべき所を水自身が作り出し地下水脈へ落ちてゆくようになる。例文帳に追加

The rainwater insufficiently infiltrating at first and flowing into a sewer pipe, gradually creates by itself places to infiltrate from each part of the side-ditch constructed long and narrow, and flows down to a water stratum. - 特許庁

又は、下水管１の内面に付設した被覆材４′に、熱媒流路形成用の管状孔４ｂ又は下水管内面が蓋となる熱媒流路形成用の溝条４ａを形成する。例文帳に追加

Or, the coating material 4' attached to the inner surface of the sewer pipe 1 is formed with a pipe hollow 4b for forming the heating medium channel or a grooved thread 4a for forming the heating medium channel with the sewer pipe inner surface becoming a cover. - 特許庁

Ｌ型側溝１４や雨水桝１３や中央管渠雨水桝取付管を廃止し、道路用地堺９の外の下水桝７と車道中央管距４は中央管渠下水桝取付管８で結ぶ。例文帳に追加

L-shaped side ditches 14, a yard catch basin 13 and a central pipe-culvert yard-catch basin mounting pipe are disused, and a sewer 7 on the outside of a boundary 9 for a road and the roadway central pipe-culvert 4 are connected by a central pipe-culvert sewer mounting pipe 8. - 特許庁