Kansas Administrative Regulations
Agency 5 - DEPARTMENT OF AGRICULTURE-DIVISION OF WATER RESOURCES
Article 42 - DESIGN OF STREAM OBSTRUCTIONS
Section 5-42-5 - Determining the peak discharge of a one percent-chance storm
Current through Register Vol. 43, No. 39, September 26, 2024
In determining the flow magnitude of a design storm, the applicant shall use one of the following methods.
(a) For drainage areas of less than 640 acres, use of the rational formula shall be acceptable. The rational formula is Q = CIA
Where C = the runoff coefficient
I = the intensity of rainfall, in inches per hour
A = the drainage area, in acres.
(b) For any drainage area, the flow magnitude of a design storm may be determined by using one of the methods in the following:
(c) For streams for which sufficient stream gaging data is available, the applicant may use sound engineering principles and commonly accepted engineering practices to estimate the peak one percent-chance discharge from the gage record.
(d) A method other than the methods specified in subsections (a), (b), and (c) may be used to determine the one percent-chance storm discharge if the method meets both of the following criteria: