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39 条记录 (耗时 0.013 秒)

    SURFACE WATER MANAGEMENT SYSTEM INCLUDING WEIR WALL AND DETENTION POND
    1.
    发明申请
    SURFACE WATER MANAGEMENT SYSTEM INCLUDING WEIR WALL AND DETENTION POND 有权

    公开(公告)号：US20210262185A1

    公开(公告)日：2021-08-26

    申请号：US17065484

    申请日：2020-10-07

    申请人： RSA Protective Technologies, LLC

    发明人： Richard S. Adler ,  Mark L. Boyer ,  George Doland ,  Risto Salo ,  Majed Agha

    IPC分类号： E02B7/16 ,  E02B3/10 ,  E02B7/20

    摘要： An integrated system comprising a barrier, such as a weir with movable gates, controllably blocks water flow in a natural or concrete lined channel. Without substantially impeding flow in normal conditions, the barrier is configured to back up flood waters to spill into an upstream prepared detention basin. Water is thus kept from downstream areas until subsequently drained through a controlled spill. Multiple units installed in a watershed can store significant amounts of flood water, e.g., during a hurricane, protecting life and property downstream.
    The electromechanically-operated gates can be operated locally or from a remote control center. Gauges and sensors positioned near the weir and/or throughout the watershed can provide data used to control one or more barriers in the watershed, and the data may be used to train a machine learning model to control the system.

    HIGH WATER SPILLWAY FOR BARRAGES AND SIMILAR STRUCTURES, COMPRISING AN INTEGRATED DEVICE FOR AERATING THE DOWNSTREAM BODY OF WATER
    2.
    发明申请
    HIGH WATER SPILLWAY FOR BARRAGES AND SIMILAR STRUCTURES, COMPRISING AN INTEGRATED DEVICE FOR AERATING THE DOWNSTREAM BODY OF WATER 审中-公开

    公开(公告)号：US20190390427A1

    公开(公告)日：2019-12-26

    申请号：US16481186

    申请日：2018-01-30

    申请人： HYDROPLUS

    发明人： Franck DEL REY ,  André TAVARES ,  Camille PERARD

    IPC分类号： E02B7/16 ,  E02B8/06

    摘要： The present invention relates to a high water spillway (5) for barrages and similar structures, comprising a spill threshold (6), the crest of which is located at a first predetermined level (RN) lower than a second predetermined level (RM) corresponding to a maximum level or to the highest water level (PHE) for which the barrage (1) is designed, the difference between said first and second levels (RN and RM) corresponding to a maximum predetermined flow of an exceptional high water, and a fusegate (10) plugging the spillway (5), said gate (10) comprising at least one rigid and solid gate element (11), which is placed on the crest (8) and is held in place thereon by gravity, said gate element being imbalanced when the water reaches a third predetermined level (N) higher than the top of the gate element (11), but at most equal to the second predetermined level (RM). According to the invention, said spillway further comprises an aeration system that comprises at least one duct (20) capable of routing air towards the bottom of the jet discharged by the crest of said gate (11).

    Device for influencing a flow of waste water
    3.
    发明授权
    Device for influencing a flow of waste water 失效
    影响废水流量的装置

    公开(公告)号：US6164869A

    公开(公告)日：2000-12-26

    申请号：US77567

    申请日：1999-11-29

    申请人： Harald Guthler ,  Ralf Muhlhaupt

    发明人： Harald Guthler ,  Ralf Muhlhaupt

    IPC分类号： E03F5/10 ,  E03F7/02 ,  E02B7/16 ,  E02B8/06 ,  F15D1/00 ,  F16L55/02

    CPC分类号： E03F5/102 ,  E03F5/101 ,  E03F5/106 ,  E03F7/02 ,  Y02A10/36

    摘要： A method of influencing a flow of waste water in the waste water system of a housing development, in particular for reducing peak flows in these waste water systems. Reservoirs in the waste water system are activated in a surface-covering manner in order to delay discharge.

    摘要翻译： PCT No.PCT / EP96 / 05311 Sec。 371日期1999年11月29日第 102（e）1999年11月29日PCT PCT 1996年11月30日PCT公布。 WO97 / 21005 PCT出版物 日期1997年6月12日一种影响住房开发废水系统废水流动的方法，特别是为了减少这些废水系统的高峰流量。 废水系统中的水库以表面覆盖的方式被激活，以便延缓排放。

    Overflow spillway for dams, weirs and similar structures
    4.
    发明授权
    Overflow spillway for dams, weirs and similar structures 失效
    水坝，堰和类似结构的溢流溢洪道

    公开(公告)号：US5061118A

    公开(公告)日：1991-10-29

    申请号：US629822

    申请日：1990-12-19

    申请人： Francois Lemperiere

    发明人： Francois Lemperiere

    IPC分类号： E02B7/16 ,  E02B8/06

    CPC分类号： E02B7/16 ,  E02B8/06

    摘要： For the purpose of effecting a quasi-permanent raising of the normal water level of an impounded reservoir and thereby augmenting its storage capacity except during the passage of major floods, the invention consists of rigidly fixing to the sill of the spillway a water level raising means comprising at least one vertical plate capable of resisting the water loads when spilling moderate heads (for discharging the floods of shorter recurrence intervals) but bending at its lower portion where it is fixed to the sill at a predetermined head not higher than the maximum water level in order to discharge larger floods.

    摘要翻译： 为了实现蓄水池的正常水位的准永久性提高，从而除了在主要洪水通过之前增加其储存能力，本发明包括刚性地固定在溢洪道的门槛上的水位提升装置 包括至少一个垂直板，当溢出适度的头部（用于排出较短的重复间隔的洪水）而在其下部弯曲时，能够抵抗水的负荷，在该下部将其固定在不高于最大水位的预定头部 为了排放更大的洪水。

    Pipeline Protection and Levee Module System
    7.
    发明申请
    Pipeline Protection and Levee Module System 有权
    管道保护和堤坝模块系统

    公开(公告)号：US20100074687A1

    公开(公告)日：2010-03-25

    申请号：US12629748

    申请日：2009-12-02

    申请人： James C. Boudreaux, JR.

    发明人： James C. Boudreaux, JR.

    IPC分类号： E02B7/16 ,  E02D5/60 ,  E02D5/52

    CPC分类号： E02B3/108

    摘要： A levee and barrier module for fluid control and containment is provided including an outer module shell and a module-to-module connection system to attach adjacent outer shells. The outer module shell is formed by opposing side walls and two opposing end walls and is configured to enclose or support filler material. The outer module shell defines a top aperture and a bottom aperture. The bottom aperture allows filler material communication with the earth below the module. The top aperture allows filler material to be added to the module, as well as visual observation of, and maintenance of, the amount of contained filler material. A presented application is directed to protecting pipelines and to allowing pipeline integration or association with levees.

    摘要翻译： 提供了用于流体控制和容纳的堤坝和隔离模块，包括外部模块壳体和用于附接相邻外壳的模块 - 模块连接系统。 外部模块壳体由相对的侧壁和两个相对的端壁形成并且构造成包围或支撑填充材料。 外部模块壳体限定顶部孔口和底部孔口。 底部孔径允许填充材料与模块下方的地球相通。 顶部孔可以将填充材料添加到模块中，以及目视观察和维护所包含的填充材料的量。 所提出的应用旨在保护管道并允许管道集成或与堤坝相关联。

    Device and method for triggering the destruction of a selected part of a hydraulic structure, such as a levee, a dike or a backfilled dam, and hydraulic structure comprising such a device
    8.
    发明授权
    Device and method for triggering the destruction of a selected part of a hydraulic structure, such as a levee, a dike or a backfilled dam, and hydraulic structure comprising such a device 失效
    用于触发液压结构（例如堤坝，堤坝或回填坝）的选定部分的破坏的装置和方法以及包括这种装置的液压结构

    公开(公告)号：US5882144A

    公开(公告)日：1999-03-16

    申请号：US945281

    申请日：1997-10-17

    申请人： Fran.cedilla.ois Lemperiere

    发明人： Fran.cedilla.ois Lemperiere

    IPC分类号： E02B7/06 ,  E02B7/16 ,  E02B3/00 ,  E02B8/06

    CPC分类号： E02B7/06 ,  E02B7/16

    摘要： This device for triggering the destruction of a selected portion (1 or 11) of a hydraulic structure such as an embankment dam, dike, or levee built out of erodible material so as to be destroyable by hydraulic erosion is constituted by at least one massive element (5) which is disposed on the top of the selected portion (1, 11) of the structure and which is held there by gravity, the massive element (5) being dimensioned in size and in weight in such a manner as to be expelled by the water when it reaches a predefined level (N), the vertical dimension of the massive element measured beneath said predefined level (N) being selected in such a manner that the nappe which is released after the massive element has been expelled is of a thickness (z) suitable for causing reliable and rapid destruction of the selected portion (1, 11) of the hydraulic structure.

    摘要翻译： PCT No.PCT / FR96 / 00577 Sec。 371日期1997年10月17日第 102（e）1997年10月17日PCT PCT 1996年4月16日PCT公布。 第WO96 / 33312号公报 日期1996年10月24日该装置用于触发破坏由侵蚀物质构成的堤坝，堤坝或堤坝等液压结构的选定部分（1或11）被水侵蚀破坏的装置，由 至少一个块状元件（5），其布置在所述结构的所选择的部分（1,11）的顶部上并且由于重力被保持在所述顶部上，所述块状元件（5）的尺寸和重量尺寸如此 在水达到预定水平（N）时由水排出的方式，在所述预定水平（N）之下测量的海量元素的垂直尺寸被选择为使得在海量元件具有的释放之后 被排出的厚度（+ E，uns z + EE）适于引起液压结构的选定部分（1,11）的可靠且快速的破坏。