National Dam Safety Program. Deel Lake Dam (MO 31064), White Basin, Shannon County, Missouri. Phase I Inspection Report.
Jack Healy, Gene Wertepny, Dan Kerns, Steven Brady, Tom Beckley
Abstract
Jack Healy, Gene Wertepny, Dan Kerns, Steven Brady, Tom Beckley
Abstract
Deel Lake Dam is an earthfill structure approximately 41 ft high and 365 ft long at the crest. The appurtenant works consist of an earth swale primary spillway at the north end of the embankment, an earth swale emergency spillway at the south end of the embankment and a 6 in. diameter steel drawdown pipe with a valve located at the downstream toe of the embankment. Our inspection and evaluation indicates that the combined spillway does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 74 percent of the Probable Maximum Flood without overtopping. Deficiencies visually observed by the inspection team were: (1) some minor erosion at north abutment-dam contact; minor seepage beyond the embankment toe in the old streambed and from the embankment at Sta. 2+80; and (4) lack of non-erodible control sections for the primary spillway.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Deel Lake Dam is an earthfill structure approximately 41 ft high and 365 ft long at the crest. The appurtenant works consist of an earth swale primary spillway at the north end of the embankment, an earth swale emergency spillway at the south end of the embankment and a 6 in. diameter steel drawdown pipe with a valve located at the downstream toe of the embankment. Our inspection and evaluation indicates that the combined spillway does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 74 percent of the Probable Maximum Flood without overtopping. Deficiencies visually observed by the inspection team were: (1) some minor erosion at north abutment-dam contact; minor seepage beyond the embankment toe in the old streambed and from the embankment at Sta. 2+80; and (4) lack of non-erodible control sections for the primary spillway.
Key concepts: Spillway, Dam failure, Flood myth, Hydrology (agriculture), Dam break, Environmental science, Hazard, Detention basin