Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1.

The Grand St. Marys shore flood problem is caused by the inability of the 10.6-mile long westerly outlet channel to discharge sufficient flood flows to keep pace with inflow to the lake during peak periods plus the effect of wind setup and wave runup on low-lying developed areas when lake levels are...

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Other Authors: ARMY ENGINEER DISTRICT LOUISVILLE KY
Format: Text
Language:English
Published: 1981
Subjects:
Online Access:http://www.dtic.mil/docs/citations/ADA112108
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA112108
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author2 ARMY ENGINEER DISTRICT LOUISVILLE KY
collection Defense Technical Information Center: DTIC Technical Reports database
description The Grand St. Marys shore flood problem is caused by the inability of the 10.6-mile long westerly outlet channel to discharge sufficient flood flows to keep pace with inflow to the lake during peak periods plus the effect of wind setup and wave runup on low-lying developed areas when lake levels are high. Beaver Creek flood problems are caused by a combination of a limited flood control capablility of Grand Lake St. Marys, poor surface drainage, low stream gradient, constriction to flow, and high stream stages for a long period of time which cause inadequate outlet conditions for numerous artificial agricultural drains. Lake water quality has been declining in recent years. Four separate water quality problems have been identified as causing the deterioration. Bacterial contamination from human resources threatens body contact recreation, particularly in areas of greatest development. The rich nutrient content of the lake results in excessive algae and suspended sediment, resulting in unattractive conditions for recreators. Accumulation of sediment, eroded from upland areas, and unprotected shoreline have reduced the lake depth. A range of structural and nonstructural flood damage reduction measures were examined. Nonstructural measures investigated for Beaver Creek are not viable solutions because of the agricultural character of the flood plain. Structural measures considered for Beaver Creek including detention basins, diversion, clearing and cleaning, channel improvements, and agricultural levees were determined to be economically infeasible. See also Volume 2, AD-A112 109.
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spelling ftdtic:ADA112108 2025-01-16T21:14:21+00:00 Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1. ARMY ENGINEER DISTRICT LOUISVILLE KY 1981-08 text/html http://www.dtic.mil/docs/citations/ADA112108 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA112108 en eng http://www.dtic.mil/docs/citations/ADA112108 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Hydrology Limnology and Potamology Civil Engineering *Reservoirs Ohio Lakes Streams Shores Flooding Flood control Water quality Nutrients Sediments Water erosion Soil erosion Control *Grand Lake Saint Marys Text 1981 ftdtic 2016-02-19T07:45:05Z The Grand St. Marys shore flood problem is caused by the inability of the 10.6-mile long westerly outlet channel to discharge sufficient flood flows to keep pace with inflow to the lake during peak periods plus the effect of wind setup and wave runup on low-lying developed areas when lake levels are high. Beaver Creek flood problems are caused by a combination of a limited flood control capablility of Grand Lake St. Marys, poor surface drainage, low stream gradient, constriction to flow, and high stream stages for a long period of time which cause inadequate outlet conditions for numerous artificial agricultural drains. Lake water quality has been declining in recent years. Four separate water quality problems have been identified as causing the deterioration. Bacterial contamination from human resources threatens body contact recreation, particularly in areas of greatest development. The rich nutrient content of the lake results in excessive algae and suspended sediment, resulting in unattractive conditions for recreators. Accumulation of sediment, eroded from upland areas, and unprotected shoreline have reduced the lake depth. A range of structural and nonstructural flood damage reduction measures were examined. Nonstructural measures investigated for Beaver Creek are not viable solutions because of the agricultural character of the flood plain. Structural measures considered for Beaver Creek including detention basins, diversion, clearing and cleaning, channel improvements, and agricultural levees were determined to be economically infeasible. See also Volume 2, AD-A112 109. Text Beaver Creek Defense Technical Information Center: DTIC Technical Reports database
spellingShingle Hydrology
Limnology and Potamology
Civil Engineering
*Reservoirs
Ohio
Lakes
Streams
Shores
Flooding
Flood control
Water quality
Nutrients
Sediments
Water erosion
Soil erosion
Control
*Grand Lake Saint Marys
Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1.
title Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1.
title_full Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1.
title_fullStr Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1.
title_full_unstemmed Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1.
title_short Grand Lake Saint Marys, Ohio, Survey Report for Flood Control and Allied Purposes. Volume 1.
title_sort grand lake saint marys, ohio, survey report for flood control and allied purposes. volume 1.
topic Hydrology
Limnology and Potamology
Civil Engineering
*Reservoirs
Ohio
Lakes
Streams
Shores
Flooding
Flood control
Water quality
Nutrients
Sediments
Water erosion
Soil erosion
Control
*Grand Lake Saint Marys
topic_facet Hydrology
Limnology and Potamology
Civil Engineering
*Reservoirs
Ohio
Lakes
Streams
Shores
Flooding
Flood control
Water quality
Nutrients
Sediments
Water erosion
Soil erosion
Control
*Grand Lake Saint Marys
url http://www.dtic.mil/docs/citations/ADA112108
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA112108