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    • 71. 发明申请
    • Hydrophilic Revetment Block Having Seawater Flow Ports And Construction Method Thereof
    • 具有海水流动端口的亲水护岸块及其施工方法
    • US20080089743A1
    • 2008-04-17
    • US11574728
    • 2005-10-12
    • Jae Myung Han
    • Jae Myung Han
    • E03B3/12E03B3/14
    • E02B3/14E02B3/04
    • The present invention relates to a stairs-type hydrophilic revetment block having seawater flow ports and a construction method thereof. The existing coastal breakwaters, embankment, revetments, etc. are constructed to pacify the sea areas. However, because of occlusiveness of their structure, seawater flow is significantly reduced and pollutants are accumulated without being diffused to the open sea. As a result, the self-cleaning action is interrupted and the benthic ecosystem is in danger of being destroyed due to oxygen deficiency as the accumulated organic materials are decomposed. And, the conventional structures are designed and constructed mainly to block waves in order to pacify the sea areas and protect harbor facilities. In contrast, the stairs-type hydrophilic revetment block having seawater flow ports of the present invention provides easy access for people, reduces reflected waves, pacify the sea areas, maximizes improvement of seawater quality through smooth inflow and outflow of seawater and reduces cost needed for setup and protection of mound. The hydrophilic revetment block of the present invention comprises a base block, an intermediate block and an intermediate block having reservoirs. The present invention also provides a construction method using the revetment block.
    • 本发明涉及一种具有海水流动口的楼梯型亲水护岸区及其施工方法。 建成现有的沿海防波堤,堤防,护岸等,以安抚海域。 然而,由于其结构的封闭性,海水流量明显减少,污染物积聚而不会扩散到公海。 结果,随着积累的有机物质分解,自清洁作用被中断,底栖生态系统由于缺氧而被破坏的危险。 而且,传统结构主要是为了阻挡海浪,保护海港设施而主要设计和构造。 相比之下,本发明的具有海水流动口的楼梯型亲水护岸块容易进入人,减少反射波,平息海域,通过海水流入和流出平稳地最大限度地提高海水质量,并降低海水所需的成本 安置和保护土堆。 本发明的亲水性护岸块包括基块,中间块和具有储存器的中间块。 本发明还提供一种使用护岸块的施工方法。
    • 72. 发明授权
    • Feedback control of groundwater remediation
    • 地下水补救反馈控制
    • US5468088A
    • 1995-11-21
    • US175815
    • 1993-12-30
    • Christine A. ShoemakerGregory J. Whiffen
    • Christine A. ShoemakerGregory J. Whiffen
    • B09C1/00B09C1/02E21B43/34B09B3/00E03B3/12
    • E21B43/34B09C1/00B09C1/02
    • The present invention features a differential dynamic programming (DDP) method for computing optimal, time-varying pumping policies utilized in groundwater remediation. The strategy for treating the groundwater can use a feedback law generated by a constrained differential dynamic programming algorithm with penalty functions. The method has been tested in cases where there is uncertainty in the hydraulic conductivity. Confined transient aquifer flow and transport were modeled, using a two-dimensional Galerkin finite element scheme with implicit time differencing. Optimal policies were calculated using a given or "measured" set of hydraulic conductivities and initial conditions. The optimal policies were applied using the same finite element model with a second, or "true" set of conductivities The "true" sets of conductivities were generated randomly from an autocorrelated lognormal distribution by the spectral method. The approach used had an advantage over other uncertainty approaches, because it was not necessary to specify precisely the probability distribution of each uncertain parameter. The method did not require any single probability distribution for each uncertain parameter. The relative weight assigned each penalty function was adjusted, which resulted in obtaining robust feedback laws that performed equally well under different, assumed error distributions. The water remediation method of this invention resulted in a cost savings within the approximate range of between 4% and 51% less than the cost of applying the calculated optimal policies without using a feedback law.
    • 本发明的特征在于用于计算在地下水修复中使用的最优时变泵送策略的差分动态规划(DDP)方法。 处理地下水的策略可以使用由具有惩罚函数的约束差分动态规划算法产生的反馈规律。 在水力传导率不确定的情况下,已经对该方法进行了测试。 使用具有隐式时间差分的二维Galerkin有限元方案,对有限瞬时含水层流动和运输进行建模。 使用给定或“测量”的一组水力电导率和初始条件计算最佳策略。 使用具有第二或“真实”电导率的相同有限元模型应用最优策略通过光谱法从自相关对数正态分布中随机生成“真实”电导率集。 所使用的方法优于其他不确定性方法,因为没有必要精确地指定每个不确定参数的概率分布。 该方法对于每个不确定参数不需要任何单一概率分布。 调整每个惩罚函数的相对权重,这导致获得在不同的假设误差分布下表现相同的鲁棒反馈定律。 本发明的水补救方法导致在不使用反馈法的情况下比在应用所计算的最优策略的成本低4%至51%的概率范围内的成本节省。
    • 73. 发明授权
    • Method of and arrangement for rinsing out impurities from ground
    • 清洗地面杂质的方法和布置
    • US5380126A
    • 1995-01-10
    • US63988
    • 1993-05-19
    • Bruno Bernhardt
    • Bruno Bernhardt
    • B01F3/04B09C1/00B09C1/02E21B43/38E21B43/40E03B3/12E03B3/15
    • E21B43/40B01F3/04262B09C1/002B09C1/02E21B43/385B01F2003/04319B01F2003/04865B01F2215/0052B09C2101/00
    • A device for rinsing contaminants from ground comprises a perforated well tube sunk through a well shaft in the ground to ground water. The ground water is received in the well shaft through lower perforations, pumped up the well shaft, and out to upper ground regions through upper perforations, so that it can circulate back down to the ground water level, thus flushing contaminants from the upper ground regions. The circulation is accomplished with a well tube insert assembly placed in the well tube, comprising a seal device intermediate upper and lower well tube portions, a pipe through the seal, and a pump in the pipe to pump water from the lower portion to the upper portion. After circulation is established, the well tube insert assembly may be raised within the well tube to raise the level of circulation in the ground. A filter or cleaning device may be placed in the circulation path to remove contaminants.
    • 用于从地面冲洗污染物的装置包括穿孔井筒通过地下井井将其沉入地下水中。 地下水通过下穿孔接收在井井中,通过井孔泵送井井,并通过上穿孔输出到上地面区域,使其能够回流到地下水位,从而从上地面区域冲洗污染物 。 循环是通过放置在井筒中的井筒插入组件来实现的,包括中间上井管部分和下井管部分的密封装置,通过密封件的管道和管道中的泵,以将水从下部泵送到上部 一部分。 在循环建立后,井管插入组件可以在井管内升高以提高地面中的循环水平。 可以将过滤器或清洁装置放置在循环路径中以除去污染物。
    • 74. 发明授权
    • Process and apparatus for high vacuum groundwater extraction
    • 高真空地下水提取的工艺和设备
    • US5358357A
    • 1994-10-25
    • US56349
    • 1993-04-30
    • Alfonso R. ManciniRonald E. HessRichard A. WilliamsDouglas J. MontgomeryHeinrich J. Jurzysta
    • Alfonso R. ManciniRonald E. HessRichard A. WilliamsDouglas J. MontgomeryHeinrich J. Jurzysta
    • B09C1/00E21B43/12E03B3/12E21B43/00
    • E21B43/122B09C1/005B09C2101/00
    • Disclosed is a process and apparatus in which vacuum extraction is used to remove soil contaminants in both the saturated and vadose zones. One embodiment of the present invention is directed to a process for removing contaminants from a contaminated area of the ground having a vadose zone and a water table, which comprises providing a borehole in the contaminated area to a depth below the water table; placing in the borehole to a depth below the water table a perforated riser pipe inside of which is situated a vacuum extraction pipe with a bottom opening situated within the perforated riser pipe, said vacuum extraction pipe containing groundwater prior to application of a vacuum thereto, said vacuum extraction pipe having at least one gas inlet situated below the groundwater level in the vacuum extraction pipe; while introducing a gas into the riser pipe, applying a vacuum to the vacuum extraction pipe to draw gases and liquid from the soil into the perforated riser pipe and from the riser pipe into the vacuum extraction pipe and transport both the gases and the liquid to the surface as a two-phase common stream; introducing a gas into the vacuum extraction pipe at a level below the groundwater level in the vacuum extraction pipe to initiate two-phase flow within the vacuum extraction pipe; forming from the common stream a stream which is primarily liquid and a stream which is primarily gaseous; and separately treating the separated liquid and gas streams. Also disclosed is an apparatus for carrying out the process.
    • 公开了一种方法和设备,其中使用真空提取来去除饱和和渗流区中的污染物。 本发明的一个实施方案涉及一种从具有渗流区和水位的地面污染区域去除污染物的方法,其包括在污染区域内提供深度在水位下方深度的钻孔; 将井眼放置在水面下方深度的穿孔提升管,其内设有真空抽吸管,其中底部开口位于穿孔提升管内,所述真空抽吸管在施加真空之前包含地下水,所述真空抽吸管 真空抽吸管具有至少一个位于真空抽吸管中的地下水位下方的气体入口; 同时将气体引入提升管中,向真空抽吸管施加真空,将气体和液体从土壤中吸入穿孔提升管中,并从提升管吸入真空抽吸管,并将气体和液体输送到 表面作为两相共同流; 在真空抽吸管中以低于地下水位的水平将真空引入管内的气体引入真空抽吸管内的两相流; 从共同物流形成主要是液体的物流和主要是气态的物流; 并分别处理分离的液体和气体流。 还公开了一种用于执行该过程的装置。
    • 76. 发明授权
    • Freeze proof control center for submersible pumps
    • 潜水泵防冻控制中心
    • US4664185A
    • 1987-05-12
    • US765857
    • 1985-08-14
    • Marshall B. Barnard
    • Marshall B. Barnard
    • E03B3/12E21B33/03E21B43/12F04D15/02
    • F04D15/0209E03B3/12E21B33/03E21B43/121Y10T137/5497
    • A control system for a pump submersible in a well having a water pipe extending upwardly to a water source includes an isolation element that has one fluid chamber in communication with the water pipe and another chamber separated from the first by a flexible diaphragm. The second fluid chamber is filled with a non-toxic antifreeze control fluid and communicates with a fluid conduit which extends upwardly to a pressure switch. The pressure switch is mounted above-ground and monitors the pressure of the control fluid to activate and deactivate the pump. Since the diaphragm is flexible, the pressure of the control fluid corresponds to the water pressure in the water pipe. The isolation element is positioned in the well below the frost line so that all control parts in contact with water are located below the frost line, and all control parts located above the frost line contact only the antifreeze solution. The pressure switch and related electronics may be enclosed in and protected by a bell housing on the upper portion of the well casing to eliminate the standard pump house or well pit.
    • 用于潜水在具有向上延伸到水源的水管的井中的泵的控制系统包括隔离元件,该隔离元件具有与水管连通的一个流体室和通过柔性隔膜与第一流体隔离的另一个室。 第二流体室填充有无毒的防冻控制流体,并与向上延伸到压力开关的流体导管连通。 压力开关安装在地面上,并监控控制流体的压力以启动和停用泵。 由于隔膜是柔性的,所以控制流体的压力对应于水管中的水压。 隔离元件位于霜冻线下方的井中,使与水接触的所有控制部件位于霜冻线下方,并且位于霜冻线上方的所有控制部件仅接触防冻液。 压力开关和相关电子器件可以被封闭在壳体上部的钟形壳体中并被保护,以消除标准泵房或井眼坑。