Hydraulic Modeling. Develop and calibrate a hydraulic model of the WWTP from the plant effluent City of Camas Wastewater Treatment Facility December 2022 Headworks, Primary Clarifier Improvements and Blower Pre-Design Page 4 Task 200 - Final Design
Hydraulic Modeling. A. Confirm Fuquay-Varina pump selection for final BPS site and conditions, and potential change to the distribution system pressure.
Hydraulic Modeling. 1. Service Provider will update the City’s hydraulic model based on information provided by the City to include improvements to the system since 2011, to update demand information, and to evaluate providing water service to an area generally located east of the existing water service area. To obtain an accurate assessment of the existing water system, Service Provider will review and evaluate existing data provided by the City, including:
Hydraulic Modeling. The ENGINEER will perform the modeling efforts using Lee County’s current InfoWater models for the potable water and wastewater systems and we will use adICPR for localized stormwater system improvements Prior to final design, the ENGINEER will provide the model results and associated pipe and pump station sizing to Lee County for confirmation and acceptance of proposed pipe and pump station sizing. The following modeling efforts are proposed:
Hydraulic Modeling. Engineer shall develop a hydraulic model of the existing sanitary sewer collection system. This model will be used to evaluate the existing system for deficiencies and limiting service factors. Future growth projections will be included in the model to develop future growth areas and identify restrictions in the existing collection system.
Hydraulic Modeling. A hydraulic model of the South Xxxxxxxxxxx Creek will be developed using the HEC-RAS computer software. Channel cross sections will be spaced at approximately 500 foot intervals and will be based on data collected in Task 4. The hydraulic model will be used to estimate channel capacity and identify where capacity deficiencies exist. The HEC-RAS model will be developed using similar methodology as the 2006 Xxxxxxxxxxx Creek Master Plan. Task 7: Identify Deficiencies and Develop a Capital Improvement List. We will identify portions of the existing South Xxxxxxxxxxx Creek channel that have capacity deficiencies based on hydraulic model results. We will meet with City operations personnel to discuss deficiencies and identify potential improvements to the South Xxxxxxxxxxx Creek channel and culvert crossings. Potential improvements that will be analyzed include detention basins, culvert improvement, and channel improvements. After modeling the potential improvements, a draft list of capital improvements projects will be developed and reviewed with City representatives.
Hydraulic Modeling. Consultant shall conduct hydraulic modeling of Xxxxxx Creek in the vicinity of the subject property. The modeling will update the water surface profile of the 0.2% and 1% annual chance flood events and determine the extents of the regulatory floodway following established FEMA methodology.
Hydraulic Modeling. Consultant to provide defined planning and modeling work for to verify existing and future demands in support of optimized project designs.
Hydraulic Modeling. A. Evaluate water distribution system hydraulics with respect to new West Side Reservoir, XX Xxxxx Road TM, and City’s PZ B Turn-out Vaults. Elements of model to be confirmed with City staff prior to modeling.
Hydraulic Modeling. No detailed hydraulic modeling is included. The consultant will complete basic transmission line hydraulics using a spreadsheet type of analysis evaluating pressure, velocity, and head loss in transmission mains. If areas of concern are noted, they will be identified. If modeling is later determined to be necessary, an amendment to this agreement will be required.
