JP2013127162A5 - - Google Patents

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JP2013127162A5
JP2013127162A5 JP2011276565A JP2011276565A JP2013127162A5 JP 2013127162 A5 JP2013127162 A5 JP 2013127162A5 JP 2011276565 A JP2011276565 A JP 2011276565A JP 2011276565 A JP2011276565 A JP 2011276565A JP 2013127162 A5 JP2013127162 A5 JP 2013127162A5
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pipe
water
water inlet
dam
opened
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JP2011276565A
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JP2013127162A (en
JP5867918B2 (en
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サイホン管端に上昇水路部分を設けた放流管を経て放流することは、管端のシール性を確保して、確実にサイホン効果を得られることは勿論であるが、通水開始時の排気時間の短縮、吸水口の吸水状況変化時の放流端の安定を保ち、更に、サイホン管端を溜め桝内に開放す場合のような沈殿物の堆積や、放流口に逆止弁を設ける場合のような木枝異物の詰り、引っ掛かりがない。
Be discharged through a discharge pipe provided on the rising water passage portion siphon tube end, to ensure the sealing of the tube end, certainly it obtained the siphon effect is, of course, exhaust water passing through the start To reduce the time, maintain the stability of the discharge end when the water intake status of the intake port changes, and deposit sediments such as when opening the siphon tube end into the reservoir and installing a check valve at the discharge port There is no clogging or catching of foreign matter like tree branches.

第1実施例ダム提体の断面図。Sectional drawing of a 1st Example dam body. 第1実施例ダム提体内側壁面の装置部斜視図。The apparatus part perspective view of a 1st Example dam body inner wall surface. 第2実施例ダム提体の断面図。Sectional drawing of 2nd Example dam body. 図中の(イ)図は第2実施例ダム提体外壁面装置部の図であり、(ロ)図はダム提体内側装置部の斜視図である。The (a) figure in a figure is a figure of 2nd Example dam lay body outer wall surface apparatus part, (b) A figure is a perspective view of a dam lay body inner side apparatus part. 第3実施例ダム提体の断面図。Sectional drawing of 3rd Example dam body. 第3実施例ダム提体内側装置部の斜視図である。It is a perspective view of a 3rd Example dam body inner side apparatus part. 第4実施例ダム提体の断面図。Sectional drawing of a 4th Example dam body. 第4実施例ダム提体内側装置部の斜視図である。It is a perspective view of a 4th Example dam body inner side apparatus part. 第5実施例ダム提体の断面図。Sectional drawing of 5th Example dam body. 図中の(ハ)図は第5実施例ダム提体外壁面装置部の図であり、(ニ)図はダム提体内側装置部の図である。In the figure, (c) is a view of the outer wall surface of the fifth embodiment dam framing, and (d) is a view of the dam laying inner device. 第5実施例の放流管13の詳細図である。It is detail drawing of the discharge pipe 13 of 5th Example. 図中の(ホ)図は図11のA−A視図であり、(ヘ)図はB−B断面視図である。(E) in the figure is an AA view of FIG. 11, and (f) is a BB sectional view. 図中の(ト)図は図1、図3、図5、図7に共通する吸水口h周辺の詳細断面図であり、(チ)図は図9の吸水口h周辺の詳細断面図である。 (G) in the figure is a detailed cross-sectional view around the water inlet h common to FIGS. 1, 3, 5, and 7, and (H) is a detailed cross-sectional view around the water inlet h in FIG. is there.

尚、長期間堆積した沈殿物jは吸引され難いため、補吸水管4Dの下方端に下方、或いは前方に向けたノズルを配設して、別途用意した圧力水をフラッシングする。
また、この圧力水をフラッシングする方法は、他の実施例の場合にも必要に応じて採用できるが、通常はダム湖堰堤近くの沈殿物は、軽質微細な物であり備える必要はない。
In addition, since the deposit j accumulated for a long period of time is difficult to be sucked, a nozzle directed downward or forward is disposed at the lower end of the auxiliary water suction pipe 4D, and separately prepared pressure water is flushed.
Further, the method of flushing the pressure water can be adopted as needed in the case of other embodiments, but usually, the sediment near the dam lake dam is light and fine and does not need to be provided.

Claims (6)

ダム湖やため池において、揚水管を提体内壁面に沿わせて下方に伸延し、下方端吸水口を沈殿物、または、湖底近くに開口させ、上方端は堤体上部を開窄して設けた放水路の放流ゲート下を通過して開口させ、該揚水管上には放流ゲートの底戸当りを設けると共に、下方端部においては、上端に補吸水口を開口させた一定長さの補吸水管を、矩形揚水管にあっては、揚水管の上辺に重ねる形で併設し、該補吸水管の下方端上辺壁を庇状に、揚水管の吸水口よりも突出させた状態で注水口を開口させ、また、円形揚水管においては、揚水管に沿わせて併設した補吸水管の下方端を、揚水管の吸水口外周を囲う形で、該吸水口よりも幾分突出させて設けたガード内に開口させた注水口に接続連通して、揚水管の吸水口に上部水を注水するようにした、ダム湖の沈殿物を放流水と共に排除する装置。 In dam lakes and ponds, the pumping pipe was extended downward along the wall of the levee body , the lower end water intake was opened near the sediment or the bottom of the lake, and the upper end was provided by constricting the upper part of the dam body. and passed under the discharge gate of the spillway is opened, Rutotomoni is on該揚water tube provided per Sokoto of discharge gate, in the lower end, the complement of the predetermined length is opened complement water inlet at the upper end In the case of a rectangular pump, the water suction pipe is placed on top of the upper side of the water pump, and the upper side wall of the lower end of the auxiliary water pipe is shaped like a bowl and protrudes from the water inlet of the water pump. Open the water inlet, and in the case of a circular pumping pipe, the lower end of the auxiliary water intake pipe provided along the water pumping pipe is surrounded by the outer periphery of the water inlet of the pumping pipe so that it protrudes somewhat from the water inlet. Connect and communicate with a water inlet opened in the guard, so that the upper water is injected into the water inlet of the pumping pipe. Apparatus to eliminate with effluent precipitate dam lake. 揚水管の上方端を延長して、ダム湖堤体外壁面を下方に伸延し、終末端部分に上昇管部を設けて放流するようにしたサイホン管部を設けた、請求項1のダム湖の沈殿物を放流水と共に排除する装置。 The upper end of the pumping pipe is extended, the outer wall surface of the dam lake dam body is extended downward, and the siphon pipe part provided with the rising pipe part at the terminal end part is provided. A device that removes sediment with discharged water. ダム湖の堤体途中高さ位置に設けた、ゲートを備えた放水路のダム湖内側に、揚水管を接続連通して下方に伸延し、下方端吸水口を沈殿物、または、ダム湖底近くに開口させると共に、該揚水管の下方端部においては、上端に補吸水口を開口させた一定長さの補吸水管を、矩形揚水管にあっては、揚水管の上辺に重ねる形で併設し、該補吸水管の下方端上辺壁を庇状に、揚水管の吸水口よりも突出させた状態で注水口を開口させ、また、円形揚水管においては、揚水管に沿わせて併設した補吸水管の下方端を、揚水管の吸水口外周を囲う形で、該吸水口よりも幾分突出させて設けたガード内に開口させた注水口に接続連通して、揚水管の吸水口に上部水を注水するようにした、ダム湖の沈殿物を放流水と共に排除する装置。 Inside the dam lake of the dike channel with the gate provided at the middle height of the dam body, the pumping pipe is connected and extended downward, and the lower end water intake is sedimented or near the dam lake bottom is opened to Rutotomoni, in the lower end of該揚water pipe, an auxiliary water suction pipe of a certain length is opened complement water inlet at the upper end, in the rectangular lifting pipe, in a manner superposed on the upper side of the riser pipe The water inlet is opened with the upper side wall of the lower end of the auxiliary water intake pipe projecting from the water intake of the pumping pipe in a bowl shape. The lower end of the supplementary water intake pipe is connected to and communicated with a water inlet opening in a guard provided so as to surround the outer periphery of the water inlet of the water pump pipe and protrude somewhat from the water inlet, A device that removes sediment from the dam lake along with the discharged water. 揚水管の下方部分または全体を摺動可能に構成して、吸水口を昇降させるようにした請求項1、請求項2、請求項3のいずれか一項に記載するダム湖の沈殿物を放流水と共に排除する装置。 The dam lake sediment according to any one of claims 1, 2, and 3 , wherein the lower part or the whole of the pumping pipe is configured to be slidable so as to raise and lower the water intake. Equipment to be removed with water. サイホン管を接続した揚水管の最上部に吸気管を接続分岐し、該吸気管を一旦上方に立ち上げた後、下方に転回させ、当該設備で必要とするサイホン水頭以上の高さを確保して、揚水を停止させたい水位のダム湖内に開放した、請求項2のダム湖の沈殿物を放流水と共に排除する装置。 Connect and branch the intake pipe to the top of the pumped pipe to which the siphon pipe is connected, and once the intake pipe is raised upward, it is turned downward to ensure a height higher than the siphon head required by the equipment. The apparatus which removes the sediment of the dam lake of Claim 2 with discharge water which was opened in the dam lake of the water level which wants to stop pumping. サイホン配管を用いて揚排水を行う配管の終末端や、揚水ポンプの山越え配管(中高配管)して後、下向きに放流する配管の放流管端において、放流管端に上向き管路部分を設けると共に、該放流管端の管体間部分に自由水面を持った貯水部を設け、上向き転向部分の最下位管体上辺に窄孔、或いは、下流上昇管部に向かってスリット状の穴を開窄して、貯水部と管体内を連通させたサイホン配管の放流口装置。
At the end of the pipe that pumps and drains using siphon pipes and the pipe over the mountain of the pump (middle and high pipes), the pipe that discharges downwards is provided with an upward pipe at the end of the pipe the reservoir with a freely water in the tube body between portions of dissipating flow tube end is provided, punched on the bottom tube upper edge of the upward turning part, or a slit-shaped hole opens toward the downstream riser section An outlet device for siphon piping that is constricted and communicates between the reservoir and the pipe.
JP2011276565A 2011-12-19 2011-12-19 A device that pumps and discharges deep water from a dam lake Active JP5867918B2 (en)

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JP2013127162A JP2013127162A (en) 2013-06-27
JP2013127162A5 true JP2013127162A5 (en) 2015-01-22
JP5867918B2 JP5867918B2 (en) 2016-02-24

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CN108946642A (en) * 2018-08-02 2018-12-07 温州扬翼轻工机械有限公司 A kind of intellectual constant temperature mobile liquid waggon
CN109295940B (en) * 2018-11-19 2023-12-26 黄河勘测规划设计研究院有限公司 Water supply bottom hole structure reconstructed by using diversion bottom hole and reconstruction method
WO2020251234A1 (en) * 2019-06-10 2020-12-17 박삼식 Environmentally-friendly river barrage
CN110552326A (en) * 2019-10-10 2019-12-10 黄芳 Pneumatic steel dam fills exhaust pipe connection structure
JP7382596B2 (en) * 2019-11-20 2023-11-17 一般財団法人ダム技術センター dam spillway system
CN111188321A (en) * 2020-01-13 2020-05-22 中国电建集团贵阳勘测设计研究院有限公司 Water inlet quick gate vent structure
CN112267419A (en) * 2020-10-20 2021-01-26 周希圣 Automatic dredging, intercepting, sewage discharging and water transporting port on coastal region

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JP2000297420A (en) * 1999-04-13 2000-10-24 Morio Ishizuka Sand moving method and device for storage dam
JP5305439B2 (en) * 2008-12-17 2013-10-02 独立行政法人土木研究所 Suction pipe for transporting underwater sediment logistics, underwater sediment inflow device, and underwater sediment inflow method using the same

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