Abstract:
An apparatus for filtering water and/or wastewater including at least one underdrain lateral having a primary gas chamber and a secondary gas chamber where the secondary gas chamber serves to equalize pressure differences that may occur during the initial distribution due to velocity head changes and friction effects. Preferably, the underdrain lateral includes a plurality of chambers directing a washing fluid into the filter bed where at least one of the plurality of chambers directs a liquid and a gas simultaneously into the filter bed and at least one other chamber of the plurality of chamber directs only one of a liquid and a gas into the filter bed at the same time as that the combination of liquid and gas is directed into the filter bed.
Abstract:
A filter system for filtering water and/or wastewater that includes a roughing filter followed by a polishing filter where the roughing filter is an upflow filter and the polishing filter is a membrane filter. The upflow filter includes a filter bed formed from one or more layers of media. The media may be naturally occurring or plastic. Further, the media may be buoyant or non-buoyant. Preferably, the filter system is formed as a package unit. The upflow filter and membrane filter may share a common base allowing the filter system to be readily transported as a single unit. Alternatively, the membrane filter may be connected to and supported by a vertical wall of the upflow filter. The membrane filter may include membrane filter modules that are housed as a group in a section of the membrane filter or the membrane filter modules may be individually housed. The washing liquid used in washing the upflow filter may be discharged from the upflow filter through the same conduit as the upflow effluent generated during filtration. Preferably, the upflow waste line is positioned adjacent the membrane filter drain to allow the upflow waste line and the membrane filter drain to direct liquid to the same storage area or unit through at least one common conduit. The water level of the clearwell is preferably positioned a sufficient distance below the water level of the upflow filter to achieve the desired loading rate across the membrane filter without the need for pumping the upflow effluent into the membrane filter.
Abstract:
A filter system for clarifying water or wastewater. The filter system includes at least one filter compartment having at least one layer of filter media and an underdrain. The at least one layer of filter media removes impurities from the influent passing therethrough. An influent feed trough is operably associated with the filter compartment for directing influent to the filter compartment for subsequent filtration. Preferably, the influent feed trough is disposed outside of the filter compartment. Further, the influent feed trough preferably includes a bottom that is disposed above the at least one layer of filter media. A control member is provided to control the flow of liquid between the influent feed trough and the at least one filter compartment. The control member can be a weir plate or one of more chamfered surfaces. Alternatively, the control member could include both a weir plate and one or more chamfered surfaces operably associated with the weir plate. The control member is designed to provide a cost effective method of controlling the flow of influent between the influent feed trough and the filter compartment.
Abstract:
A filter system employing a modular filter and at least one high rate pre-treatment system for expeditiously and effectively filtering water. The modular filter includes a reservoir housing for containing fluid. A plurality of filter cells are disposed in the reservoir housing for filtering influent passed through the reservoir housing. Each of the plurality of filter cells has at least one layer of media. A moveable backwash assembly is provided for sequentially backwashing the plurality of filter cells. The backwashing procedure is performed on the modular filter system such that while one of the plurality of cells is being backwashed the remaining cells are filtering pre-treated influent processed by the pre-treatment system. The pre-treatment system preferably has a footprint considerably smaller than the footprint of the modular filter. Further, the pre-treatment system preferably includes at least two pre-filters such that when one of the pre-filters is being cleaned the other pre-filter is still directing treated influent to the modular filter for further processing.
Abstract:
A filter or clarification system for removing impurities from a liquid to be treated, i.e., influent. The system preferably includes a chamber for receiving a liquid to be treated. The chamber has a settling assembly including a plurality of inclined settling members forming a plurality of inclined liquid passageways through which the liquid to be treated is directed to remove impurities from the liquid to be treated. Preferably, the headloss of the settling assembly is solely controlled by one or more orifices formed in the settling members, i.e., the settling assembly is free of gaps formed between the settling members that appreciably affect the headloss of the settling system. Support members are provided for each of the settling members to allow the settling members to be easily and readily removed. Preferably, the support members provide sufficient stability to allow an individual to walk on the tops of the settling members. Preferably, the support members are configured to enhance clarification or filtration. It is also preferred that the support members and settling members be configured to permit the settling members to be readily and easily connected to the corresponding support member.
Abstract:
An apparatus for filtering water and/or wastewater including at least one underdrain lateral having a primary gas chamber and a secondary gas chamber where the secondary gas chamber serves to equalize pressure differences that may occur during the initial distribution due to velocity head changes and friction effects. Preferably, the underdrain lateral includes a plurality of chambers directing a washing fluid into the filter bed where at least one of the plurality of chambers directs a liquid and a gas simultaneously into the filter bed and at least one other chamber of the plurality of chamber directs only one of a liquid and a gas into the filter bed at the same time as that the combination of liquid and gas is directed into the-filter bed.
Abstract:
An apparatus for removing impurities from water and/or wastewater and a method of installing a fluid distribution system in the apparatus. In the most preferred form of the invention, the fluid distribution system is an air scour system for directing air through the filter bed to assist in cleaning of the filter bed to remove impurities trapped in the filter bed during a service run. In the most preferred form, the method of installing the fluid distribution system in the filter bed is performed by imparting a force to the filter bed to permit the fluid distribution system to be installed in the filter bed without removing media. The fluid distribution system is preferably configured to permit the fluid distribution system to be readily installed in the filter bed and at an optimum orientation.
Abstract:
A filter system for filtering water and/or wastewater which includes an underdrain system having a plurality of laterals that are anchored to the floor of a filter by a hold-down assembly. Preferably, the hold-down assembly does not rely on grout or other substance that is applied in a viscous or semi-viscous state and subsequently hardened as the primary means for connecting the underdrain laterals to the floor of the filter. Preferably, the hold-down assembly includes hold-down clips that can move relative to an anchor assembly and corresponding underdrain blocks so that the hold-down clips can cooperate with any desired portion of the corresponding underdrain blocks.
Abstract:
A system and method for uniformly distributing fluids (e.g., washing and in-service) through a filter bed of a filter. The system and method of the present invention can be used with any type of filter that uses media to remove impurities from a fluid. The filter bed can include one or more layers of media. The media can be natural (e.g., sand, gravel, anthracite, etc.) or can be fabricated (e.g., plastic). The filter media can be supported by one or more layers of gravel. Alternatively, the filter media can be supported by a porous plate or other support designed to replace the gravel layers. The present invention includes a system having one or more distribution members configured to uniformly distribute a fluid through a filter bed of a filter. Preferably, the one or more distribution members can be readily installed by relatively unskilled labor in both existing filters and new filters. In a preferred embodiment, the one or more distribution members are configured to extend into at least a portion of an underdrain from above the underdrain. In retrofit applications, the preferred design of the one or more distribution members is such that no significant alteration of the distribution chamber, underdrain or fluid velocity is necessary.
Abstract:
A flume for a filter system including at least one filter having a filter bed that is periodically washed with liquid, gas and/or a combination of liquid and gas. The flume includes a chamber having a top wall, a bottom wall, a left sidewall and a right sidewall. The chamber is adapted to receive a liquid, a gas and/or a combination of liquid and gas. Preferably, the flumes includes at least a first inner wall and a second inner wall. Each of the first inner wall and the second inner wall are preferably free of any orifices. The first inner wall is positioned relative to the second inner wall such that an open space is formed between the first inner wall and the second inner wall. The open space creates a first liquid/gas interface upstream of the first inner wall and the second inner wall and a second gas/liquid interface downstream of the first inner wall and the second inner wall when gas and liquid are present in the chamber. The first interface is spaced from the bottom wall of the chamber a distance greater than the second interface.