+ All Categories
Home > Documents > Tracy Gateway Storm Drainage Master Plan, San Joaquin...

Tracy Gateway Storm Drainage Master Plan, San Joaquin...

Date post: 18-Feb-2021
Category:
Upload: others
View: 2 times
Download: 0 times
Share this document with a friend
1
Stormwater Management Tracy Gateway Storm Drainage Master Plan, San Joaquin County, California Balance Hydrologics used the Mike-URBAN time-variant hydraulic modeling program to represent proposed stormwater conveyance and storage elements in a large residential, commercial, and indus- trial development near the city of Tracy, in San Joaquin County. Individual storms and a series of closely-timed storms were routed through the proposed stormwater management system, which con- sisted of more than 25 detention basins and reservoirs, more than ten branches of buried pipes and culverts, multiple control structures and a pump station. Model results were used to define the de- sign modifications needed to contain storm flows within the system and limit peak discharge to the receiving waters, a canal. To optimize design and operation of the system under multiple-storm con- ditions required running the model for a wide range of designs and conditions. At completion, Bal- ance provided the client with the optimal sizes for the stormwater basins, reservoirs, conduits, and control structures and the predicted discharges from the site under multiple storm event scenarios.
Transcript
  • Stormwater Management

    Tracy Gateway Storm Drainage Master Plan, San Joaquin County, California

    Balance Hydrologics used the Mike-URBAN time-variant hydraulic modeling program to represent

    proposed stormwater conveyance and storage elements in a large residential, commercial, and indus-

    trial development near the city of Tracy, in San Joaquin County. Individual storms and a series of

    closely-timed storms were routed through the proposed stormwater management system, which con-

    sisted of more than 25 detention basins and reservoirs, more than ten branches of buried pipes and

    culverts, multiple control structures and a pump station. Model results were used to define the de-

    sign modifications needed to contain storm flows within the system and limit peak discharge to the

    receiving waters, a canal. To optimize design and operation of the system under multiple-storm con-

    ditions required running the model for a wide range of designs and conditions. At completion, Bal-

    ance provided the client with the optimal sizes for the stormwater basins, reservoirs, conduits, and

    control structures and the predicted discharges from the site under multiple storm event scenarios.


Recommended