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公开(公告)号：US12024842B2
公开(公告)日：2024-07-02
申请号：US17783756
申请日：2020-08-28
发明人： Jiangang Chen , Xiaoqing Chen , Peng Cui , Yong You , Huayong Chen , Shuai Li , Jinbo Tang , Wanyu Zhao , Lu Zneg , Xian Wang
摘要： The method for preventing and controlling glacial lake outbreak flood and related debris flows by the present invention is mainly controlling the scale of the floods by separating water and rocks and dispersing its energy step by step. The cascading amplification effects of floods can be reduced by controlling the initiation of source material with energy dissipation by using ground sills, groups of piles, and placed large stones and prefabricated artificial structures. The diversion dam built in the downstream area discharge floods in different layers, which can quickly guide water to the main river. The preconstructed engineering system can be used in a timely manner to prevent and control floods and debris flows induced by a sudden outburst of glacial lakes in areas with important facilities and inhabitants enduring the risk of natural hazards. Prevention and control systems can separate floods and debris flows and dissipate their energy. The groups of ground sills and check dams gradually dissipate the energy of floods, prevent high-energy boulders, and control the initiation of source materials in the channel and bank. Moreover, the systems can also separate the water and rocks in dilute debris flows or debris flows with high bulk densities but low viscosities. The diversion dams also enhance the separation function and keep the flood and debris flow discharge in the lower and upper channel to the main river.
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公开(公告)号：US09309047B2
公开(公告)日：2016-04-12
申请号：US14619842
申请日：2015-02-11
申请人： Mark D. Shaw
发明人： Mark D. Shaw
CPC分类号： B65D90/24 , E02B7/02 , E02B8/00 , Y10T137/5762
摘要： A liquid containment berm and its method of creation, assembly and use, wherein the berm has a floor member and an outer wall member created by applying an expandable foam polymer along a desired retention or flow control pathway, the foam polymer expanding to form the liquid impermeable outer wall member. Apertures are provided in the floor member such that the expandable foam polymer passes through the apertures to secure the outer wall member to the underlying base surface.
摘要翻译： 一种液体容纳护堤及其制造，组装和使用方法，其中所述护堤具有通过沿期望的保持或流动控制途径施加可膨胀泡沫聚合物而产生的地板构件和外壁构件，所述泡沫聚合物膨胀以形成液体 不可渗透的外壁构件。 在地板构件中提供孔，使得可膨胀的泡沫聚合物通过孔以将外壁构件固定到下面的基面。
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公开(公告)号：US20160067883A1
公开(公告)日：2016-03-10
申请号：US14938543
申请日：2015-11-11
申请人： Thomas J. HILTON , Wayne BAUER
发明人： Thomas J. HILTON , Wayne BAUER
摘要： A process for forming an artificial reef includes the steps of forming a form having a geometric shape, applying at least one blockout onto a surface of the form such that the blockout extends outwardly of the surface of the form, applying a sprayable concrete over the form and the blockout, curing the sprayable concrete on the form for a period of time, removing the blockout from the surface of the form and from the cured sprayable concrete, and removing the form from the cured sprayable concrete. A base is formed having an upper surface. The lower end of the form is positioned upon the base. The sprayable concrete is sprayed over the upper surface of the base.
摘要翻译： 一种用于形成人造珊瑚礁的方法包括以下步骤：形成具有几何形状的形状，将至少一个堵塞物施加到所述形式的表面上，使得所述堵塞物从所述形式的表面向外延伸，在所述形式的表面上施加可喷涂的混凝土 并堵塞，将表面上的可喷涂混凝土固化一段时间，从表面和固化的可喷涂混凝土中除去堵塞物，并从固化的可喷射混凝土中去除形式。 基部形成为具有上表面。 表格的下端位于底座上。 可喷涂的混凝土喷洒在基座的上表面上。
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公开(公告)号：US09080369B2
公开(公告)日：2015-07-14
申请号：US14052573
申请日：2013-10-11
申请人： Vladimir Rakhmanin
发明人： Vladimir Rakhmanin
CPC分类号： E06B9/00 , E02B7/00 , E02B7/02 , E06B9/0692 , E06B2009/007
摘要： A flood barrier device that includes a fluid-tight flexible chamber with front panel, a rear panel, opposite lateral sidewalls, top end walls, bottom end walls and an opening to allow the introduction of fluid into said chamber. The device includes a pair of support members that include a rigid spar connected to the chamber and having a bend at a medial position to orient a first section of the chamber in a first horizontal plane and a second section of said chamber into a second upright plane and a re-sealable waterproof seal device between the chamber and an adjacent fluid tight flexible chamber.
摘要翻译： 一种防洪装置，其包括具有前面板的流体密封柔性室，后面板，相对的侧壁，顶端壁，底端壁和允许将流体引入所述室的开口。 该装置包括一对支撑构件，其包括连接到腔室的刚性翼梁，并且在中间位置处具有弯曲部，以将腔室的第一部分定向在第一水平平面中，并且将所述腔室的第二部分定向成第二直立平面 以及在腔室和相邻的流体密封柔性腔室之间的可再密封的防水密封装置。
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公开(公告)号：US20140356067A1
公开(公告)日：2014-12-04
申请号：US14320212
申请日：2014-06-30
发明人： Kien Ming Chew , Joon Yip Chew
摘要： The invention relates to a flood control device with direct sensing and control. The flood control device consists of a float which is connected with a flood barrier sheet and the flood barrier sheet will be pulled up by the float according to the flood water level. The flood barrier sheet is fixed at the support frame by having flaps. The flaps are filled by compressed air. The flood barrier sheet has a rounded ball shape protruding edge at four sides of the sheet which will be fully secured from slip out due to the pressure exerted from the flood water by compressed air filled flaps. The flood control device is anchored onto the ground by having a shaft (which is inserted into the hole of the bottom piece through a hard rubber ring at shaft end and groove at the bottom piece). A stand is anchored onto the ground and connected to the support frame of the flood control device with metal structure to prevent from collapsing due to force from the flood water.
摘要翻译： 本发明涉及具有直接感测和控制的防洪装置。 防洪装置包括与防洪板连接的浮子，防洪板根据洪水水位由浮子拉起。 防撬板通过襟翼固定在支撑架上。 襟翼由压缩空气填充。 防撬板在片材的四面具有圆形的球形突出边缘，由于压缩空气填充的襟翼由洪水施加的压力将完全固定，从而滑出。 防洪装置通过具有轴（其通过轴端处的硬橡胶环和底部的槽插入到底部件的孔中）锚固在地面上。 将支架固定在地面上，并与金属结构的防洪装置的支撑架连接，以防止由于洪水造成的坍塌。
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6.发明申请INSTALLATION OF LEAKAGE BARRIERS TO ENHANCE YIELD OF MINERAL DEPOSITS IN UNLINED SOLAR POND SYSTEMS 审中-公开泄漏障碍物的安装，以提高无铅太阳能系统中矿物沉积物的产量公开(公告)号：US20130279987A1
公开(公告)日：2013-10-24
申请号：US13922755
申请日：2013-06-20
发明人： Mark Reynolds , Thomas S. Burton , Corey R. Milne , Steven R. Day
IPC分类号： E02B7/02
CPC分类号： E02B7/02 , C04B28/02 , C04B28/08 , C04B14/042 , C04B14/102 , C04B14/104 , C04B22/002
摘要： Slurry walls and methods of using those slurry walls to seal unlined solar ponds are provided. The slurry walls are formed from a mixture comprising clay and cement in water. A trench is keyed into the dike surrounding the solar pond, down to a geotechnically predetermined level. The slurry is deposited into the trench and allowed to harden, after which it is covered with a membrane or other covering. The inventive slurry walls reduce, and preferably prevent, leakage of water from the solar pond.
摘要翻译： 提供了泥浆墙壁和使用这些浆料壁来密封无衬垫太阳能池塘的方法。 浆料壁由包含粘土和水泥在水中的混合物形成。 一个沟槽被密封在太阳池周围的堤防中，达到岩土预定水平。 将浆料沉积到沟槽中并使其硬化，然后用膜或其它覆盖物覆盖。 本发明的淤浆壁减少并且优选地防止水从太阳池泄漏。
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公开(公告)号：US5788411A
公开(公告)日：1998-08-04
申请号：US694301
申请日：1996-08-08
申请人： David B. Campbell
发明人： David B. Campbell
CPC分类号： E02B7/02 , E02D29/02 , E02D2300/002 , E02D3/10
摘要： A roller compacted concrete (RCC) dam is formed from inverted T-shape face panels to produce a lower sloped profile and L-shape face panel to produce an upper vertical profile. The face panels have drain openings in their penetrating legs to communicate with drain fill lifts placed against the vertical rise of the face panels. RCC lifts are placed on the penetrating legs to lock the placement of these face panels. The drain openings provide terminal drainage for lift line seepage. The inverted T-shape face panel has both a protruding leg and a penetrating leg projecting into the RCC lift. The protruding leg is provided with a dowel for gripping and alignment that permits raising and lowering of the face panel and is received within a sleeve in the face panel therebelow.
摘要翻译： 由倒置的T形面板形成一个碾压混凝土（RCC）坝，以产生一个较低的倾斜轮廓和L型面板，以产生一个上垂直轮廓。 面板在其穿透的腿部具有排泄开口，以与排放填充升降机相通以抵靠面板的垂直上升放置。 RCC升降机放置在穿透的腿上以锁定这些面板的放置。 排水口为电梯线路渗漏提供终端排水。 倒置的T形面板具有突出的腿和突出到RCC升降机中的穿透腿。 突出腿设置有用于夹持和定位的定位销，其允许面板的升高和降低，并且容纳在其下面的面板中的套筒内。
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公开(公告)号：US11781277B1
公开(公告)日：2023-10-10
申请号：US18324363
申请日：2023-05-26
申请人： Myeong Ho Lee
发明人： Myeong Ho Lee
摘要： A dam according to the present disclosure includes a main dam including a first reservoir, and at least one first discharge part configured to discharge water stored in the first reservoir, an auxiliary dam spaced apart from the main dam at a predetermined interval and including a second reservoir configured to store the water discharged from the main dam, and at least one second discharge part configured to discharge the water stored in the second reservoir, and an underground water path being provided separately at a lower side of a bottom surface of the river or stream under a lower side of the second reservoir, and including a third discharge part.
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公开(公告)号：US20180354715A1
公开(公告)日：2018-12-13
申请号：US16106667
申请日：2018-08-21
申请人： Allied Steel
发明人： Patrick Southworth
IPC分类号： B65D90/24 , E02D27/42 , E02D5/24 , E02B7/02 , E04H17/16 , B65D90/08 , B65D90/04 , B09B1/00 , E04H17/22 , E04H7/02 , E02D5/80 , E02D5/54 , E02D5/76 , E02D5/14
CPC分类号： B65D90/24 , B09B1/00 , B65D90/046 , B65D90/08 , E02B7/02 , E02D5/14 , E02D5/24 , E02D5/54 , E02D5/76 , E02D5/80 , E02D27/42 , E04H7/02 , E04H12/2215 , E04H17/168 , E04H17/22
摘要： This patent pertains to secondary containment systems. One implementation includes a support assembly that includes an elongate post member and a stabilization plate. In one instance, a stabilization plate is mounted on the elongate post member to reduce movement of the elongate post member when the stabilization plate is embedded in the ground. Another implementation includes a panel splice assembly including reinforcing members that secure overlapping, corrugated panels.
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公开(公告)号：US09995013B2
公开(公告)日：2018-06-12
申请号：US15626111
申请日：2017-06-17
发明人： Gangping Zhang , Dengyin Wang
摘要： The present invention relates to an economical debris flow blocking dam structure and a construction method thereof. The structure has an excavated foundation surface, and a dam body of the blocking dam is composed of a key wall arranged at a dam toe, dam body concrete wrapped on an outer surface of the whole blocking dam, concrete masonry block stones filled inside the blocking dam, and a plurality of drain holes formed in the dam body in a top and twin-side bottom shape; an open and centralized overflow weir is arranged on the top of the blocking dam; an overflow surface has a horizontal middle and extends to two sides along a longitudinal slope i of 10-20%; and the key wall is anchored on the foundation surface through joint bars stretching into bedrock, and an anti-scouring pit is formed close to a downstream side of the key wall.
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