An initial screening of all possible flood control measures took place to identify which solutions were viable and warranted further analysis. These initial flood control measures consisted of:
- Channel Improvements
- Crossing Improvements
- Stormwater Detention
- Stormwater Diversion
- Stormwater Tunneling
- Floodplain Management
- Storm Water Detention Intensive Approach
- Greenway Approach
- Tunnel to Rouge River Approach
- Tunneling toward Detroit River Approach
Storm Water Detention Intensive Approach Explained
The concept of this approach is to construct many large regional storm water detention facilities along the NBECD. The purpose of storm water detention is to temporarily hold storm water that can not be handled by the drain. This is the water that causes flooding. Once the drain can handle the water after the rain event has passed, the held water slowly drains out of the detention areas down the drain.
A primary advantage of a storm water detention intensive approach is that by temporarily holding excess storm water, the required improvements to the drainage channel and bridges is minimized. The disadvantage is that hundreds of acres of land adjacent to the drain would be required to provide the required volume of storm water detention to effectively mitigate the existing flooding problems. Also, for the Ecorse Creek, providing storm detention alone is not sufficient to solve flooding problems. Improvements to the drainage channel and bridges are also required to convey water into and out of storm water detention facilities.
Greenway Approach Explained

The concept of this approach is to construct large scale channel and bridge improvements to increase flow capacity of the drain thus allowing storm water to rapidly drain to the Detroit River with out large scale flooding problems. A Greenway channel works in such a way that, during normal or low flow situations, water is confined to a very small portion of the overall channel (look at the diagram above). The narrow waterway is designed to maintain a deeper, cooler, and more active water flow than a typical flat-bottom channel. This type of flow creates favorable conditions for fish, waterfowl, and other native species. The larger parent channel only becomes utilized during heavy storm events. During dry periods, this parent channel provides a natural buffer area along the drain. In the event of a heavy rain storm the banks of the normal flow channel would be exceeded causing the drainage system to utilize the larger parent channel to retain and convey storm water. Storm water would then slowly recede back to the normal flow channel once weather conditions improve. The advantage of this approach is that it eliminates the need to use large areas of land for storm water detention facilities and it is cost effective. The disadvantage is the drain has to be substantially widened in areas therefore properties adjacent to the drain must be converted from current use and incorporated into the drainage channel.
Tunnel to Rouge River Approach Explained
Tunneling toward Detroit River Approach Explained

