Chapter 5 Analysis of the MMELS test
5.3. Beam theory approach
5.3.3. Beam theory predictions for the MMELS test
(AVAILABLE IN IRVINE)
1. Advanced Designer Series Civil Soft
Storm Plus
Storm Drain Analysis Program
Storm Plus is based on the original computer program F0515P and was developed in April 1979. This program was written for use by the Los Angeles County Flood Control District or by its contractors on district projects.
This program computes and plots uniform and nonuniform steady flow water surface profiles and pressure gradients in open channels or closed conduits with irregular or regular sections. The flow in a system may alternate between super critical, subcritical, or pressure flow in any sequence. The program will also analyze natural river channels Practice 670 210 1150 Publication Date 20Sep95 Page 15 of 21 FLUOR DANIEL
STORM DRAINAGE
Civil Engineering
This copy is intended for use solely with Piping Design Layout Training.
For other purposes, refer to the original document available through Knowledge Online.
although the principle use of the program is intended for determining profiles in improved Flood Control Systems.
2. Haestad Methods
Civil Engineering Software HEC-1
Flood Hydrograph Package
This computer program was developed by HEC (The Hydrologic Engineering Center), Corp of Engineers, Department of the Army.
The HEC-1 model is designed to simulate the surface runoff response of a river basin to precipitation by representing the basin as an interconnected system of hydrologic and hydraulic components.
Each component models an aspect of the precipitation runoff process with a portion of the basin, commonly referred to as a subbasin. A component may represent a surface runoff entity, a stream channel, or a reservoir. The result of the modeling process is the computation of stream flow hydrographs at desired locations in the river basin.
HEC-1 has several major capabilities which are used in the development of a watershed simulation model and the analysis of flood control measures. The capabilities are the following:
Automatic estimation of unit graph, interception/infiltration, and streamflow routing parameters.
Simulation of complex river basin runoff and streamflow.
River basin simulation using a precipitation depth versus area function.
Computation of modified frequency curves and expected annual damages.
Simulation of flow through a reservoir and spillway for dam safety analysis.
Simulation of dam breach hydrographs.
Optimization of flood control system components.
3. Haestad Methods
Civil Engineering Software HEC-2
Water Surface Profiles
This computer program was developed by HEC, Corps of Engineers, Department of the Army.
The HEC-2 computer program is intended for calculating water surface profiles for steady, gradually varied flow in natural or manmade channels. Both subcritical and supercritical flow profiles can be calculated. The effect of various obstructions such as bridges, culverts, weirs, and structures in the flood plain may be considered in the computations. The program is also designed for application in flood plain management and flood insurance studies to evaluate floodway encroachments and to designate flood hazard zones. Also, capabilities are available for assessing the effect of channel improvements and levels on water surface profiles.
Practice 670 210 1150 Publication Date 20Sep95 Page 16 of 21 FLUOR DANIEL
STORM DRAINAGE
Civil Engineering
This copy is intended for use solely with Piping Design Layout Training.
For other purposes, refer to the original document available through Knowledge Online.
4. Haestad Methods
Civil Engineering Software HEC-Plot
Plotting Program for HEC-1 and HEC-2
HEC-Plot is an enhanced version of the Plot 2 Program of the US Army Corps of Engineers, written by HEC.
Computer Program HEC-Plot was developed to provide a quick and simple graphical display of cross section data and computed results from HEC-1 and HEC-2. The HEC-Plot Program provides the capability to plot cross section data, including the changes to the section caused by the HEC-2 options that modify section data. HEC-2 profiles and rating curves of the output variables, available on HAESTAD 95 or TAPE 95, can be plotted. HEC-Plot also plots HEC-1 output hydrographs.
5. Haestad Methods
Civil Engineering Software Quick HEC-12
Drop Inlet Design and Analysis
Quick HEC-12 handles the following inlet types:
Curb Grate
Combination curb and grate 4-inch bridge Scupper Slotted Drain
Grate in trapezoidal ditch
Quick HEC-12 uses the manual procedure outlined by the Federal Highway Administration, Hydraulic Engineering circular Number 12, Drainage of Highway pavements, March, 1984.
6. Haestad Methods
Civil Engineering Software POND-2
Detention Pond Design and Analysis
POND-2 Computer Program is for detention pond design. It estimates detention storage requirements, computes a volume rating table for any pond configuration, routes hydrographs for different return frequencies through alternative ponds and plots the resulting inflow and outflow hydrographs. POND-2 is completely compatible with LINK-2 and can automatically import inflow hydrographs from QUICK TR-55, TR-20, and HEC-1 computer files.
7. Haestad Methods
Civil Engineering Software Quick TR-55
Hydrology for small watersheds
Quick TR-55 Computer Program was developed based on the SCS TR-55 Urban Hydrology for small watersheds. The program can generate and plot hydrographs, compute peak discharges, and perform predeveloped and postdeveloped analysis.
Practice 670 210 1150 Publication Date 20Sep95 Page 17 of 21 FLUOR DANIEL
STORM DRAINAGE
Civil Engineering
This copy is intended for use solely with Piping Design Layout Training.
For other purposes, refer to the original document available through Knowledge Online.
8. Haestad Methods
Civil Engineering Software TR-20
Project Formulation Hydrology
The TR-20 Computer Program is a single-event model which computes direct runoff resulting from any synthetic or natural rainstorm. It develops flood hydrographs from runoff and routes the flow through steam channels and reservoirs. The following major Civil Engineering software programs from Haestad Methods are also available:
9. HECWRC
Hydraulics of Bridge Waterways 13. WSPRO (Hy-7)
Bridge Waterways Analysis Model 14. DAMS 2
Structure Site Analysis 15. THYSYS
Culverts Storm Sewer and Inlets 16. SWMM
Storm Water Management Model 17. HEC-6
Scour and Deposition 18. SEDIMOT II
Hydrology and Sedimentology 19. HYDRA
Storm and Sanitary Sewer Analysis Software PITZER
HYDRA is one of the most practical programs available to analyze storm and sanitary sewer collection systems. It is structured to work well on both large municipal systems and small tracks, with or without database files and without or within AutoCAD.
HYDRA allows the designer to generate storm flows by the Rational Method, a modified SCS Method (Soil Conservation Service) or by continuous simulation. The best method to use depends upon the situation, available data, and the requirements of the
municipality.
Practice 670 210 1150 Publication Date 20Sep95 Page 18 of 21 FLUOR DANIEL
STORM DRAINAGE
Civil Engineering
This copy is intended for use solely with Piping Design Layout Training.
For other purposes, refer to the original document available through Knowledge Online.
REFERENCES
AASHTO (American Association of State Highway and Traffic Officials).
Analysis of Data, Pages 7 to 25 of Rainfall Depth Duration Frequency for California, Department of Water Resources, State of California, November 1982.
Bureau of Engineering Manual. Part G, Storm Drain Design. City of Los Angeles, Department of Public Works.
Capacity Charts For the Hydraulic Design of Highway Culverts. Hydraulic Engineering Circular Number 10. Mar. 1965.
Chow, Ven Te. Handbook of Applied Hydrology. McGraw-Hill Book Company. 1964.
Chow, Ven Te. Open-Channel Hydraulics. McGraw-Hill Book Company. New York.
1959.
Design and Construction of Sanitary and Storm Sewers. American Society of Civil Engineers. WPCF Manual of Practice Number 9. 1972.
Design Manual. Hydraulic. Los Angeles County Flood District.
Design Manual. Orange County Flood Control District.
Engineering Field Manual. United States Department of Agriculture. SCS. Washington, DC. 1989.
Estimating Probabilities of Extreme Floods: Methods and Recommended Research.
National Research Council. Washington, DC. 1988.
Guide For Sediment Control on Construction Sites in North Carolina. United States Department of Agriculture. Soil Conservation Service, SCS. North Carolina. 1973.
Guidelines For Determining Flood Flow Frequency. Interagency Advisory Committee on Water Data, Bulletin #17b of the Hydrology Subcommittee, VA. 1982.
Gumbel, E. J. Statistics of Extremes. Columbia University Press. New York. 1958.
Hydraulic Charts For the Selection of Highway Culverts. Hydraulic Engineering Circular Number 5. Dec 1965.
Hydraulic Design of Improved Inlets For Culverts. Hydraulic Engineering Circular Number 13. Aug 1972.
Hydrology Manual. Los Angeles County Flood Control District.
Hydrology Manual. Orange County Flood Control District.
Hydrology Manual. Riverside County Flood Control and Water Conservation District.
King and Brater. Handbook of Hydraulics. McGraw-Hill Book Company. New York.
Kite, G. W. Frequency and Risk Analysis in Hydrology. Water Resource Publication.
Littleton, CO. 1977.
Manual For Erosion and Sediment Control in Georgia. Georgia Soil and Water Conservation Committee. 1975.
Practice 670 210 1150 Publication Date 20Sep95 Page 19 of 21 FLUOR DANIEL
STORM DRAINAGE
Civil Engineering
This copy is intended for use solely with Piping Design Layout Training.
For other purposes, refer to the original document available through Knowledge Online.
Manual of Standards For Erosion and Sediment Control Measures. Association of Bay Area Governments. Jun 1981.
Maryland Erosion and Sediment Control Handbook. United States Department of Agriculture, SCS. College Park, MD. 1975.
National Engineering Handbook. Drainage of Agricultural Land. United States Department of Agriculture, SCS. Washington, DC. 1971.
National Engineering Handbook. Hydraulics. United States Department of Agriculture, SCS. Washington, DC. 1975.
National Engineering Handbook. Hydrology. United States Department of Agriculture.
SCS (Soil Conservation Service). Washington, DC.
NOAA Atlas, Precipitation - Frequency Atlas of the United States, published by the National Weather Service.
Rainfall Depth Duration Frequency For California. Department of Water Resources. State of California. Nov 1982.
Urban Hydrology For Small Watersheds. TR-55. United States Department of Agriculture.
Soil Conservation Service. Jan 1975.
Urban Runoff. Erosion and Sediment Control Handbook. United States Department of Agriculture. Soil Conservation Service, SCS. St. Paul, MN. 1976.
Virginia Erosion and Sediment Control Handbook. Virginia Department of Conservation and Recreation Division of Soil and Water Conservation. 1980.
Water Resources Technical Publication. Research Report Number 24. United States Department of The Interior, Bureau of Reclamation.
Weather Bureau Technical Paper Number 40
Alignment Chart For Manning Formula For Pipe Flow Attachment 03:
Relative Velocity And Flow In Circular Pipe For Any Depth Of Flow Attachment 04:
Headwater Depth For Concrete Pipe Culverts With Inlet Control
Practice 670 210 1150 Publication Date 20Sep95 Page 20 of 21 FLUOR DANIEL
STORM DRAINAGE
Civil Engineering
This copy is intended for use solely with Piping Design Layout Training.
For other purposes, refer to the original document available through Knowledge Online.
Attachment 05:
Headwater Depth For CM Pipe Culverts With Inlet Control Attachment 06:
Headwater Depth For CM Pipe Arch Culverts With Inlet Control Attachment 07:
Head For Concrete Pipe Culverts Flowing Full Attachment 08:
Head For Standard CM Pipe Culverts Flowing Full Attachment 09:
Head For Standard CM Pipe Arch Culverts Flowing Full Attachment 10:
Critical Depth Circular Pipe Attachment 11:
Critical Depth Standard CM Pipe Arch Attachment 12:
Form: 000.210.F8000: Rational Method Calculation Form Attachment 13:
Form: 000.210.F8001: Peak Q At The Junction Calculation Sheet Attachment 14: (12Mar93)
Form: 000.210.F5000: Datasheet - Culvert Design
Practice 670 210 1150 Publication Date 20Sep95 Page 21 of 21 FLUOR DANIEL
STORM DRAINAGE
Civil Engineering
This copy is intended for use solely with Piping Design Layout Training.
For other purposes, refer to the original document available through Knowledge Online.