会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 4. 发明授权
    • Watering and aerating soil with a drip line
    • 浇水和充气土壤与滴水线
    • US06959882B1
    • 2005-11-01
    • US10460853
    • 2003-06-13
    • David A. Potts
    • David A. Potts
    • A01G25/06B05B15/00
    • A01G25/06A01G7/02Y10T137/1866
    • When the dripline used for watering soil, low pressure air in the range 10–100 inch water column is flowed through a buried dripline, in alternation of with flow of water at 5 psig or more. The flow of air provides oxygen to the soil, and more widely and evenly disperses the water within the soil, and impedes or counters saturation. A buried dripline runs in a U-shape path, so that low pressure and flow of air from emitters near the dripline terminal end is compensated for by higher pressure and flow of air near the inlet end. Flow of low pressure air or other gas, which pushes water from the dripline and surrounding soil, enables use of driplines in soil subject to freezing.
    • 当用于浇灌土壤的滴水管时,10-100英寸水柱范围内的低压空气在5psig或更大的水流中交替通过埋置的滴水管。 空气流向土壤提供氧气,并且更均匀地将水分散在土壤中,并阻止或抑制饱和。 埋置的滴水管在U形路径上延伸,从而通过在入口端附近的较高的压力和空气流补偿来自喷射器末端附近的发射器的低压和空气流。 低压空气或其他气体从滴水管和周围土壤中推出水的流动使得能够在受冻结的土壤中使用滴灌管。
    • 5. 发明授权
    • Apparatus for subsurface aerated treatment of wastewater
    • 用于地下充气处理废水的设备
    • US06923905B2
    • 2005-08-02
    • US10830271
    • 2004-04-21
    • David A. Potts
    • David A. Potts
    • B01D21/30C02F3/00
    • E03F1/002C02F1/727C02F1/78C02F3/288C02F2209/03
    • The performance of a leach field of a septic tank type wastewater treatment system and other analogous devices is enhanced, maintained or rejuvenated by flowing air or other active gas through conduits of the system. Air is flowed serially through leaching chambers, perforated pipes in stone filled trenches, pits and the like, and the adjacent soil where wastewater treatment takes place. In alternate embodiments, conduits are pressurized or evacuated; and, auxiliary pipes are buried in vicinity of the conduits. An air mover creates a differential pressure sufficient to effect a desired physical or biochemical change in the soil adjacent the conduits, variously to to an extent sufficient to push water from saturated soil and to change the gas composition in the soil. Different valve devices and piping configurations are used to manage the desired flow of air and wastewater.
    • 化粪池式废水处理系统和其他类似设备的浸出场的性能通过使空气或其他活性气体通过系统的导管流动而得到增强,维持或恢复活力。 空气通过浸出室连续流动,在石填充的沟槽,凹坑等中的穿孔管道以及进行废水处理的相邻土壤。 在替代实施例中,管道被加压或抽空; 并且辅助管道被埋在管道附近。 空气推动器产生足够的压差以在管道附近的土壤中产生所需的物理或生物化学变化,其不同程度地足以推动水从饱和土壤中并改变土壤中的气体组成。 不同的阀装置和管道配置用于管理所需的空气和废水流。
    • 6. 发明授权
    • Method for subsurface aerated treatment of wastewater
    • 废水地下充气处理方法
    • US06887383B2
    • 2005-05-03
    • US10830263
    • 2004-04-21
    • David A. Potts
    • David A. Potts
    • B01D15/00C02F1/00C02F1/72C02F1/78C02F3/00C02F3/02C02F3/04C02F3/28E03F1/00
    • C02F3/288C02F1/727C02F1/78C02F2209/03E03F1/002
    • The performance of a leach field of a septic tank type wastewater treatment system and other analogous devices is enhanced, maintained or rejuvenated by flowing air or other active gas through conduits of the system. Air is flowed serially through cesspools, leaching chambers, perforated pipes in stone filled trenches, leach pits and the like, and the adjacent soil where wastewater treatment takes place. In alternate embodiments, conduits are pressurized or evacuated; and, auxiliary pipes are buried in vicinity of the conduits. An air mover creates a differential pressure sufficient to effect a significant pressure differential with atmosphere and to effect a desired physical or biochemical change in the soil adjacent the conduits. A typical pressure will be around 7-8 cm (about 3 inch) water column. If the soil is saturated, the air pressure will push water from the soil, as well as change the gas composition in the soil. The flow of wastewater may be alternated with the flow of air. Different valve devices and piping configurations are used to manage the desired flow of air and wastewater.
    • 化粪池式废水处理系统和其他类似设备的浸出场的性能通过使空气或其他活性气体通过系统的导管流动而得到增强,维持或恢复活力。 空气通过沉积池,浸出室,穿孔管道在石填充的沟槽,浸出坑等中以及相邻的污水处理进行连续流动。 在替代实施例中,管道被加压或抽空; 并且辅助管道被埋在管道附近。 空气推动器产生足以产生与大气相当的显着压差的压力差,并且在邻近导管的土壤中产生所需的物理或生物化学变化。 典型的压力为7-8厘米(约3英寸)的水柱。 如果土壤饱和,空气压力会从土壤中推动水分,并改变土壤中的气体成分。 废水流可与空气流交替。 不同的阀装置和管道配置用于管理所需的空气和废水流。