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SECTION 5 – STORM DRAINS - Round Rock, Texas

SECTION 5 STORM DRAINS . Table of Contents SECTION 5 STORM DRAINS Table of Contents . 5-1.. GENERAL .. 5-2. DESIGN RULES .. 5-2. DESIGN PARAMETERS .. 5-3. Minimum Grades . 5-3. Maximum Velocities .. 5-3. Minimum Diameter .. 5-3. Roughness Coefficients .. 5-3. FLOW IN STORM DRAINS .. 5-4. Flow Equation Method . 5-4. Nomograph Method . 5-5. HYDRAULIC GRADIENT 5-6. Friction Losses . 5-6. Minor Losses 5-9. Hydraulic Gradient Calculation Table . 5-13. MANHOLES .. 5-15. DEPTH OF COVER .. 5-16. 5-1. Drainage Criteria Manual SECTION 5 - STORM DRAINS . SECTION 5 - STORM DRAINS . GENERAL. The purpose of this SECTION is to consider the hydraulic aspects of STORM DRAINS and their appurtenances in a STORM drainage system . Hydraulically, STORM drainage systems consist of conduits (open or enclosed) in which unsteady and non-uniform flow exists. The design STORM shall be the 25 year STORM with provisions made for the 100 year STORM as noted in SECTION 3 of this Manual.

The design storm shall be the 25 year storm with provisions made for the 100 year storm as noted in Section 3 of this Manual. 5.2.0 DESIGN GUIDELINES The following rules are to be observed in the design of storm drain system components to be located in public right-of-way or public drainage easements in order to promote proper operation and to ...

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