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This chapter provides guidance on storm drain design and analysis. The quality of the final in-place system usually reflects the attention given to every aspect of the design as well as that accorded to the construction and maintenance of the facility. Most aspects of storm drain design such as system planning, pavement
VDOT Drainage Manual. 12-i. Chapter 12 – Bridge, Structure and PDF copies of the Bridge Front Sheet, relevant sections of the Roadway Plan and. Profiles,. 4. Copies of any supplemental described in the FHWA publication “Tidal Hydrology, Hydraulics and Scour at Bridges". (HEC-25). Detailed analysis, as used
Reports from other agencies (local, State or Federal), VDOT personnel, newspapers, and abutting property owners. 2. Design documentation should include all the information used to justify the design, including: • Reports from other agencies. • Hydrological report. • Hydraulic report. 3. Construction and operation
VDOT Drainage Manual. 6-1 of 37. Chapter 6 – Hydrology. Chapter 6 - Hydrology. 6.1. Introduction. 6.1.1 Objective. The analysis of the peak rate of runoff, volume of runoff, and time distribution of flow is fundamental to the design of drainage facilities. Errors in the estimates will result in a structure that is either undersized
Location and Design Division. Issued April 2002. Rev. May 2017. VDOT GOVERNANCE DOCUMENT. Drainage Manual. Page 2. DRAINAGE MANUAL. TABLE OF CONTENTS. Chapter 1 Introduction · Chapter 2 Policy · Chapter 3 Documentation · Chapter 4 Legal · Chapter 5 Planning and Location · Chapter 6 Hydrology.
VDOT Drainage Manual. 8-i. Chapter 8 – Culverts Hydrology). • For minor drainage installations with a 100-year discharge of less than 500 cfs, calculate the tailwater using a single cross section analysis. • For sensitive available at: www.virginiadot.org/business/resources/bu-mat-MD298-07.pdf. The document
drainage facilities. • A location map indicating the tie-in with the existing VDOT road system. • CBR tests for the Department's review of pavement design adequately pass the 10-year frequency runoff and comply with the following: 14.3.1 Hydrology. Peak discharge should be determined by methods appropriate for the
Drainage Design Memorandum. DDM-7. Sheet 3 of 4. • When an Engineering Analysis of flooding impact will be performed on a project within a Zone AE, VDOT will request supporting hydraulic data from FEMA to use as a starting point for the analysis. VDOT will independently evaluate the hydrology for the purposes of
3 Nov 2010 to follow the design practices in this Chapter, as these are specific to VDOT from a construction and maintenance warrant such considerations. 11.3.3 Hydrology. Hydrology should be performed using the appropriate hydrograph procedures presented in Chapter 6, Hydrology. Unless otherwise specified
This manual is intended for use in the development of VDOT highway drainage design projects by Department staff, consultants, and Virginia's municipalities. E ducational organizations may use the manual as instructional text in design application. The manual gives the designer a bas ic working knowledge of hydrology
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