Course Overview
An expansion of TSYH 3142. A step-by-step application of the Rational Method in peak flow determination is presented. Students will work on individual projects and follow a systematic approach to determining peak flows using the Rational Method as a basis for culvert and drainage designs.
Prerequisite(s)
- No prerequisites are required for this course.
Credits
1.0
- Retired
- This course has been retired and is no longer offered. Find other Flexible Learning courses that may interest you.
Learning Outcomes
Upon successful completion, the student will be able to:
Module 1 - Review of Hydrologic Equation and Parameters for Rational Method Use
- State and define the primary concepts of the Hydrologic Equation.
- State the rational equation and its units for both metric and imperial use.
- State the requirements in terms of data for rational method use.
- State the limitations of the rational method in terms of area and precipitation event assumptions which are the basis of the method.
Module 2 - Area, Subarea and Runoff Coefficients
- Determine the boundaries of the total catchment area tributary to the point of concentration.
- Assess the catchment area and to divide it into subareas based on the analysis of the characteristics of each subarea.
- Determine and assign appropriate runoff coefficient values to each of the subareas of the total catchment area.
- Utilize two methods to record the area runoff coefficient relationship by determining a mean basin coefficient and to tabulate a runoff coefficient subarea summation table.
Module 3 - Time of Concentration Determination
- State and define the two components of the total time of concentration.
- Select the appropriate saturation time based on the data provided.
- Select the paths for determination of the suitable time of concentration.
- Utilize five methods for determination of the running time.
- Select the method required for a specific catchment area time determination.
- Record the running time path profile and running time calculation summary showing the method used and the calculated results.
- Evaluate the total time of concentration and assess the calculation results in terms of the runoff coefficients in the basin.
Module 4 - Intensity Values and Calculated Flows
- Relate the time of concentration to an intensity of rainfall based on an established intensity duration graph.
- Tabulate the results of the rational method determinations.
- Calculate an initial value for the flood flow at the point of concentration.
Module 5 - FOS, Calculation Review and Design Flow
- Define the terms factor of safety and assess the appropriate safety factor based on the design proposed.
- Complete a review of all factors in the rational equation and assign adjustment values based on this review.
- Calculate a design flow, Qd, based on the results of the review and inclusion of a factor of safety.
Module 6 - Preliminary Culvert Sizing
- Estimate an approximate circular culvert size based on formula, given the appropriate data.
- Estimate an approximate circular culvert size based on nomographs, given the appropriate data.
Effective as of Fall 2003
Programs and courses are subject to change without notice. Find out more about BCIT course cancellations.