Howard Marsh Metropark
In 2008, Metroparks Toledo acquired a 987-acre property in Jerusalem Township, Lucas County, Ohio, also known as Howard Farms with funding assistance from the Ohio Division of Wildlife and from the Clean Ohio Fund.
This property was acquired with the specific intent that it be converted from agricultural land use into a new Metropark (to be named Howard Marsh Metropark) in order to provide the public with recreational access to restored Lake Erie coastal wetlands habitat, while also meeting the drainage needs of the surrounding residential communities that rely on the property’s network of drainage ditches and earthen levees.
With input from local citizens, government agencies, and conservation partners, Metroparks developed plans for three adjacent and interconnected wetland impoundments, or “cells”, to be constructed over an approximately 600-acre area.
Due to its size and volume, the largest of these wetland cells will be classified as a Class 1 Dam according to the Ohio Administrative Code and therefore must be constructed in accordance with strict standards as administered and enforced by the Ohio Department of Natural Resources (ODNR), Division of Water Resources, Dam Safety Program. To comply with Ohio Dam Safety Program requirements, Metroparks hired Verdantas to oversee construction of this Class I Dam and wetland areas and provide quality assurance testing, contractor submittals reviews, and certification documentation services.
Upon project completion, Verdantas prepared a certification report and as-built drawings for submittal to ODNR documenting that the dam has been built in conformance with the plans, specifications, and changes approved by Dam Safety. The report included copies of the Daily Field Reports, compaction testing results, compaction test location map, construction photographs to document select construction steps and processes, and a summary of the work activities.
Client
Metroparks ToledoLocation
Jerusalem Township, Lucas County, OhioCapability
Civil InfrastructureServices
Construction ServicesRelated Projects
An existing roof vent arrangement was allowing rainwater to enter the Pot Room. Alden supported efforts to develop a roof vent geometry to eliminate the intrusion of rain water. The purpose of the CFD study was to ensure that the roof vent modification did not increase pot room temperature levels beyond specified limits for workers in the plant.
To evaluate the existing and proposed Pot Room arrangements, thermal and fluid flow profiles in the immediate vicinity of the pots were determined based on air flows through the plant floor and wall mounted vents. The detailed CFD model was developed from plant drawings to include all major basement, pot room and roof venting geometries. The surrounding ambient environment was included with quiescent atmospheric conditions and average ambient temperature. Thermal losses form the pots to the pot room air and from the pot room to the environment were included in the analysis. The results of the CFD modeling showed that the proposed modification to the roof venting arrangement was acceptable and would not increase the temperature in the worker-occupied spaces by more than 2 degrees F.
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Civil Infrastructure
Smelter Pot Room Roof Ventilation System
Read how a CFD study ensured that a roof vent modification did not increase pot room temperature levels beyond safe levels
Plant McDonough, owned and operated by Southern Company, has experienced excessive siltation at the makeup water intake. The intake uses cylindrical wedgewire screening within an intake originally designed for much larger, once-through cooling water flows. Flow modeling was performed to provide a viable passive solution to reducing the sediment accumulation at the intake. To model the geometric details of the system accurately, a field survey was performed prior to the flow modeling efforts. The flow study included both CFD modeling and scale physical modeling.
For this investigation, Alden developed a 1:20 scale live bed physical model. This model was extremely well tuned to reproduce the behavior of bed load sediment. Even with the very fine crushed walnut shell particles, however, it was challenging to reproduce the behavior of suspended load. The use of a high fidelity CFD model, therefore, proved extremely useful for this project, in that suspended load is generally very accurately tracked with CFD models, which are not well validated for bed load simulation. By using the two together, the two extremes of sediment transport are captured, and developing a solution that covers this range has a high likelihood of success.
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Civil Infrastructure | Hydrology Hydraulics and Fluids
Plant McDonough Intake Modification
CFD and physical model study to assist in the evaluation of a solution to reduce the sediment accumulation.