Recycling Treated Municipal Wastewater for Industrial Water Use
Recycling Treated Municipal Wastewater for Industrial Water Use Recycling Treated Municipal Wastewater for Industrial Water Use
TM3: Recycled Wastewater System Components and Costs Recycling Treated Municipal Wastewater for Industrial Water Use There are four main components of a typical water reuse system, regardless of the system configuration: treatment, pumping, storage, and transmission pipelines. Storage needs depend heavily on the demand patterns of the customer. Some systems may not require separate reclaimed water storage facilities because the wastewater treatment facility has a base wastewater flow greater than the reuse demand or internal process storage to meet the demand. Storage at or near the point of use can be used to reduce the size of pumping and transmission facilities (associated with capital costs) by avoiding the need to pump at peak demand flow rates. For centralized treatment, an existing WWTP may or may not need additional treatment facilities, depending on the water quality requirements of the reclaimed water user(s). For a new WWTP, the quality requirements for reclaimed water can be incorporated into the design, and also into the siting of the facility to account for the transmission costs of the reclaimed water. New treatment facilities will be required for satellite and decentralized systems. All system types will require pumping and transmission piping, with centralized systems typically requiring longer transmission pipelines. 2.2 Basis for this Study The technologies used to treat and convey water are similar for the centralized, satellite, and decentralized systems. The system model used in this study to estimate reclaimed system costs typifies the centralized system configuration. The reuse system starts with the final effluent of an existing municipal WWTP and the end point is an industry with a specific water supply quantity and quality requirement. Transmission distances of 1 to 10 miles are evaluated. Satellite systems will have similar facilities, but the longer transmission distances are not as likely to be applicable. Decentralized systems will require considerations for solids residual handling, which is assumed to be processed at the WWTP for centralized and satellite systems. It is important to note that many industries already reuse water from their onsite industrial wastewater treatment systems. In most instances, onsite treatment is the cost-effective alternative for those with sufficient space for new facilities and qualified staff to operate the treatment systems. In addition, many industries also treat their water supply prior to specific uses, such as for boiler feed water. The technologies presented in this memorandum are also generally applicable to treatment of an industrial wastewater and/or water supply. 2.3 Conceptual Model A basic model of a water reuse or reclaimed water system includes facilities, as depicted in Figure 2, and noted by the component number (1-7) on the schematic: Craddock Consulting Engineers 3 In Association with CDM & James Crook TM3-Component&Costs_0707
TM3: Recycled Wastewater System Components and Costs Recycling Treated Municipal Wastewater for Industrial Water Use Treatment of WWTP Effluent (1) o New processes in addition to existing WWTP unit processes, if needed. These processes can be sized for the portion of the plant flow serving water reuse customers. o New WWTP processes to replace existing processes during a plant upgrade, such as membrane filtration which replaces clarification. Additional Disinfection (2) o A residual disinfectant is often used in the transmission system to minimize bacterial growth. Chlorine is assumed for this study. o Additional disinfection is required for year-round disinfection and more stringent pathogen limits. The existing facilities may be able to achieve this, but it is assumed new equipment is required. Non-Seasonal Storage (3) o In some instances, storage will be required to balance the diurnal or other WWTP flow variations, with the requirements of a specific industrial demand for different peak hour, weekly or other dominant demand patterns. o Storage will likely be required for WWTPs that reclaim over 50 percent of their flow. Smaller facilities, with less equalization capacity, are more likely to need storage. o This model assumes no seasonal storage requirements. Pump Station (4) o A pump station located onsite at the WWTP. o Assumes delivery of supply to industry at 40 psi and same elevation as the WWTP. Reclaimed Water Transmission System (5) o Transmission main and branch transmission lines supplying water to industrial users of reclaimed water. o Variable flows and distances. Booster Pumps (6) o Some industries may require booster pumps depending on their location and delivery pressure requirements. o Industries A-D shown on the schematic represent potential configurations for pumping and treatment facilities not located on the WWTP site (either at the industry or in the conveyance system). Industrial Site Treatment (7) o Some industries already treat their existing supply (ground or surface water withdrawals or a potable supply) to meet specific water quality requirements. These same processes or modifications may be required with a reclaimed supply. o Some industries may require new treatment processes with a reclaimed supply. This may be the most cost-effective approach if there are multiple users in a system with different water quality requirements. 4 Craddock Consulting Engineers In Association with CDM & James Crook TM3-Component&Costs_0707
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TM3: Recycled <strong>Wastewater</strong> System Components and Costs<br />
<strong>Recycling</strong> <strong>Treated</strong> <strong>Municipal</strong> <strong>Wastewater</strong> <strong>for</strong> <strong>Industrial</strong> <strong>Water</strong> <strong>Use</strong><br />
There are four main components of a typical water reuse system, regardless of the<br />
system configuration: treatment, pumping, storage, and transmission pipelines.<br />
Storage needs depend heavily on the demand patterns of the customer. Some systems<br />
may not require separate reclaimed water storage facilities because the wastewater<br />
treatment facility has a base wastewater flow greater than the reuse demand or<br />
internal process storage to meet the demand. Storage at or near the point of use can be<br />
used to reduce the size of pumping and transmission facilities (associated with capital<br />
costs) by avoiding the need to pump at peak demand flow rates.<br />
For centralized treatment, an existing WWTP may or may not need additional<br />
treatment facilities, depending on the water quality requirements of the reclaimed<br />
water user(s). For a new WWTP, the quality requirements <strong>for</strong> reclaimed water can be<br />
incorporated into the design, and also into the siting of the facility to account <strong>for</strong> the<br />
transmission costs of the reclaimed water. New treatment facilities will be required<br />
<strong>for</strong> satellite and decentralized systems.<br />
All system types will require pumping and transmission piping, with centralized<br />
systems typically requiring longer transmission pipelines.<br />
2.2 Basis <strong>for</strong> this Study<br />
The technologies used to treat and convey water are similar <strong>for</strong> the centralized,<br />
satellite, and decentralized systems. The system model used in this study to estimate<br />
reclaimed system costs typifies the centralized system configuration. The reuse<br />
system starts with the final effluent of an existing municipal WWTP and the end point<br />
is an industry with a specific water supply quantity and quality requirement.<br />
Transmission distances of 1 to 10 miles are evaluated. Satellite systems will have<br />
similar facilities, but the longer transmission distances are not as likely to be<br />
applicable. Decentralized systems will require considerations <strong>for</strong> solids residual<br />
handling, which is assumed to be processed at the WWTP <strong>for</strong> centralized and satellite<br />
systems.<br />
It is important to note that many industries already reuse water from their onsite<br />
industrial wastewater treatment systems. In most instances, onsite treatment is the<br />
cost-effective alternative <strong>for</strong> those with sufficient space <strong>for</strong> new facilities and qualified<br />
staff to operate the treatment systems. In addition, many industries also treat their<br />
water supply prior to specific uses, such as <strong>for</strong> boiler feed water. The technologies<br />
presented in this memorandum are also generally applicable to treatment of an<br />
industrial wastewater and/or water supply.<br />
2.3 Conceptual Model<br />
A basic model of a water reuse or reclaimed water system includes facilities, as<br />
depicted in Figure 2, and noted by the component number (1-7) on the schematic:<br />
Craddock Consulting Engineers 3<br />
In Association with CDM & James Crook<br />
TM3-Component&Costs_0707