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Methods Systemization Manual Reservoir Storage-Yield Procedures May 1967 Approved for Public Release. Distribution Unlimited. TD-3 US Army Corps of Engineers Hydrologic Engineering Center

Reservoir Storage-Yield Procedures · Methods Systemization Manual Reservoir Storage-Yield Procedures May 1967 US Army Corps of Engineers Institute for Water Resources Hydrologic

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Page 1: Reservoir Storage-Yield Procedures · Methods Systemization Manual Reservoir Storage-Yield Procedures May 1967 US Army Corps of Engineers Institute for Water Resources Hydrologic

Methods Systemization Manual

Reservoir Storage-Yield Procedures May 1967 Approved for Public Release. Distribution Unlimited. TD-3

US Army Corps of Engineers Hydrologic Engineering Center

Page 2: Reservoir Storage-Yield Procedures · Methods Systemization Manual Reservoir Storage-Yield Procedures May 1967 US Army Corps of Engineers Institute for Water Resources Hydrologic

Standard Form 298 (Rev. 8/98) Prescribed by ANSI Std. Z39-18

REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188

The public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Department of Defense, Executive Services and Communications Directorate (0704-0188). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ORGANIZATION. 1. REPORT DATE (DD-MM-YYYY) May 1967

2. REPORT TYPE Training Document

3. DATES COVERED (From - To)

5a. CONTRACT NUMBER

5b. GRANT NUMBER

4. TITLE AND SUBTITLE Methods Systemization Manual - Reservoir Storage-Yield Procedures

5c. PROGRAM ELEMENT NUMBER

5d. PROJECT NUMBER 5e. TASK NUMBER

6. AUTHOR(S) CEIWR-HEC

5F. WORK UNIT NUMBER

7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) US Army Corps of Engineers Institute for Water Resources Hydrologic Engineering Center (HEC) 609 Second Street Davis, CA 95616-4687

8. PERFORMING ORGANIZATION REPORT NUMBER TD-3

10. SPONSOR/ MONITOR'S ACRONYM(S) 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 11. SPONSOR/ MONITOR'S REPORT NUMBER(S)

12. DISTRIBUTION / AVAILABILITY STATEMENT Approved for public release; distribution is unlimited. 13. SUPPLEMENTARY NOTES . 14. ABSTRACT Procedures are presented which can be used to determine the relationship between reservoir storage capacity and reservoir yield for a single reservoir. Non-sequential and sequential methods for reservoir yield analysis were described in detail. Other topics included: guidelines for selection of technical procedures; data requirements; use of generalized and simulated data; establishment of study criteria; and, development and use of rule curves. 15. SUBJECT TERMS draft-storage curves, reservoir design, reservoir yield , water resources development, water yield

16. SECURITY CLASSIFICATION OF: 19a. NAME OF RESPONSIBLE PERSON a. REPORT U

b. ABSTRACT U

c. THIS PAGE U

17. LIMITATION OF ABSTRACT UU

18. NUMBER OF PAGES 80 19b. TELEPHONE NUMBER

Page 3: Reservoir Storage-Yield Procedures · Methods Systemization Manual Reservoir Storage-Yield Procedures May 1967 US Army Corps of Engineers Institute for Water Resources Hydrologic

Methods Systemization Manual

Reservoir Storage-Yield Procedures

May 1967 US Army Corps of Engineers Institute for Water Resources Hydrologic Engineering Center 609 Second Street Davis, CA 95616 (530) 756-1104 (530) 756-8250 FAX www.hec.usace.army.mil TD-3

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Clinton Reservoir Example Problem Routing

Plate 10

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Clinton Reservoir Example Problem Routing

Plate 10 - continued

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Clinton Reservoir Example Problem Routing

Plate 10 - continued

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Clinton Reservoir Example Problem Routing

Plate 10 - continued

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