A treatment plant is to be designed to produce 38,000m3/d of treated water at 20C. Pilot testing of a UF membrane system demonstrates that it can operate effectively at a flux of 110L/m.h at 20C with a filter run length of 60min. The system is available in racks that have the followina specifications: Develop design criteria for the full-scale system and determine the following: a. Minimum membrane area necessary to achieve the required flow b. Number of racks (rounded up to a complete rack) c. Total number of modules (based on b) d. Actual permeate flux e. Water volume produced per filtration cycle per rack f. Water volume consumed per filtration cycle per rack g. Recovery h. Maximum water production during winter conditions (5C)