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<\/figure>\n\n\n \t\t\r\n \t\t\t\t\tYou must first launch Hydrology Studio; then Open the project just like you would any other project file. \t\t\t\t<\/p>\r\n \t\t\t \t\t\t\r\n \t\t<\/div>\r\n \t\t\n\n\n\n
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Building Your First Watershed Model<\/h3>\n\n\n\n
The same file that was used to demonstrate the tutorial Building Your First Watershed Model<\/a>. A simple watershed model was constructed and consists of three drainage areas and an intermediate channel. Our task here is to develop the most downstream hydrograph which outfalls into a major lower horizontal channel.<\/p>\n\n\n\n Click Here to Download Model<\/a><\/p>\n\n\n\n This is a project similar to Building Your First Watershed Model shown above but adds a detention pond at the bottom of the watershed.<\/p>\n\n\n\n Click Here to Download Model<\/a><\/p>\n\n\n\n Similar to what was used to demonstrate My First Pre and Post-development Project<\/a> article.<\/p>\n\n\n\n Click Here to Download Model<\/a><\/p>\n\n\n\n This is the project we used to compare these methods in this article, Rational vs. SCS Methods<\/a>. It’s based on a hypothetical ten-acre site in Atlanta Georgia that needs a pre and post-development study. You’ll see three different models and detention pond designs.<\/p>\n\n\n\n Click Here to Download Model<\/a><\/p>\n\n\n\n Project file demonstrates the concept of Volumetric Detention Pond Design. This procedure satisfies both peak release rate and<\/em> volume restriction criteria. It requires minimal inputs and offers a fast and easy path to design success. Please read the associated article here<\/a>.<\/p>\n\n\n\n Click Here to Download Model<\/a><\/p>\n\n\n\n This project demonstrates a simple pre and post development project using underground chambers, StormTech MC-3500’s. Please read the associated article here<\/a>.<\/p>\n\n\n\n Click Here to Download Model<\/a><\/p>\n\n\n\n This is a basic sample of a two-pond model where an upper pond is used as an exfiltration forebay<\/a> to contain 100 percent of the water quality volume, WQv. It uses a percolation rate and a weir to release anything above the WQv volume. The outflow from the forebay flows into a second pond used for a permanent pool Detention Pond. The second pond employs a single culvert. Be sure to view the hydrographs on the Charts tab. Select all by clicking on the Charts List while holding the [Ctrl] key.<\/p>\n\n\n\n Click Here to Download Model<\/a><\/p>\n\n\n\n
\n\n\n\nWatershed Tutorial Plus a Detention Pond<\/h3>\n\n\n\n
\n\n\n\nSample Pre- and Post Development Project<\/h3>\n\n\n\n
\n\n\n\nRational vs. NRCS vs. Modified Rational Methods<\/h3>\n\n\n\n
\n\n\n\nVolumetric Detention Pond Design<\/h3>\n\n\n\n
\n\n\n\nDetention Pond Design Using UG Chambers<\/h3>\n\n\n\n
\n\n\n\nSample Bioretention Pond Routing Using a Forebay<\/h3>\n\n\n\n
\n\n\n\nSample Interconnected Pond Routing<\/h3>\n\n\n\n