|
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
![]() Dimensions of a dike that is twice as wide as it is tall. |
Contact your county emergency management office for information on where to obtain sandbags.
A cubic yard will fill about 100 30-pound sandbags or about 75 40-pound bags, assuming the sand weighs 110 pounds per cubic foot. Sand weighs 100 to 130 pounds per cubic foot, depending on moisture content and packing. A cubic yard is 27 cubic feet. Each 14-inch by 24-inch bag will hold about 0.4 cubic feet if filled about one-half full. Based on volume, each yard will fill about 67 bags one-half full.
Estimated cubic yards of sand needed per 100 feet of dike length for various dike heights and ratios of height to width. An additional 2 cubic yards will be needed for bags to hold the plastic. Dike Height (ft.) 1.0 1.5 2.0 2.5 3.0 3.5 4.5 4.5 5.0Cubic Yards of Sand Width
3 x H 7 15 25 38 54 73 95 119 145Width
2 x H 6 11 18 27 38 50 65 82 100
![]()
This volume is calculated based on a center section that is 9 inches wide and the remainder is in a triangular shape.
When selecting the location for the dike, take advantage of natural land features that keep the dike as short and low as possible. Avoid obstructions that would weaken the dike. Do not build the dike against a building wall due to the forces the dike may place on the building. Leave at least 8 feet to maneuver between the dike and buildings for observation, pumping seepage water and other activities.
Since friction holds a dike from sliding, create a good bond between the ground and the dike. Remove ice and snow since it will melt permitting water to flow under the dike. Remove anything else that is "slippery." If the dike is to be more than about 3 feet high, dig a bonding trench where the dike will be placed. The trench should be at least 4 to 6 inches deep and 18 to 24 inches wide.
Stacking sandbags
Fill the bags about one-half full and do not tie them closed. Untied bags form into the dike better than tied bags. Filling sandbags usually is a two-person operation. One member of the team holds the bag on the ground slightly in front of his or her spread feet and the second shovels the sand into the bag. Use gloves to protect the bag holder's hands. The use of safety goggles is desirable, especially during dry and windy days. For large-scale operations, filling sandbags can be expedited by using bag-holding racks, funnels on the back of dump trucks used for sanding operations and various power loading equipment. However, the special equipment required is not always available during an emergency.
Lift bags using your legs and limit twisting of your back.
A triangular or pyramid shape for the dike is not necessary if the height will be 1 foot or less. Support the wall of sandbags with "clusters" of bags every 5 feet to stabilize the sandbag wall so it does not tip over from the force exerted by the floodwater.
Place the first layer of bags lengthwise on the dike (parallel to the flow), lapping the bags so the filled portion of one bag lies on the unfilled portion of the next, with the untied open end of the bag facing downstream. Offset adjacent rows or layers by one-half bag length to eliminate continuous joints, similar to what is done laying bricks. Compact and shape each bag by walking on it. Continue to walk on the bags as succeeding layers are placed to eliminate voids and form a tight seal.
|
Plan of bottom layer|
Place bags parallel to the flow of water
Lapping sandbags
The base of the dike should be about two to three times as wide as the dike is high to provide adequate friction surface area. Water exerts a tremendous force against the dike. Estimate the force on the dike base by multiplying the water depth by 62 pounds. For example, the force that 5 feet of water exerts on the base of a dike is about 310 pounds per square foot. Flowing water striking the dike exerts even more force on the dike. A triangular-shaped dike permits the weight of the water to push down on the dike to help hold it in place.
The finished dike should be sealed with a sheet of plastic to improve water tightness. Spread a layer of soil or sand 1 inch deep and about 1 foot wide along the bottom of the dike on the water side. Lay polyethylene plastic sheeting so the bottom extends 1 foot beyond the bottom edge of the dike over the loose soil or sand. The upper edge should extend over the top of the dike. Poly sheeting at least 6 mils thick is preferred. It generally is available in 100-foot rolls from construction supply firms, lumberyards and farm stores. Do not put plastic sheeting under the bags since that will increase the potential for the dike to slide.
If more than one sheet of plastic is used, the poly sheeting should be placed from downstream to upstream and the next sheet upstream overlapped by at least 3 feet. Overlapping in this direction prevents the current from flowing under the overlap and tearing the poly loose.
Lay the plastic sheeting down very loosely. The pressure of the water will make the plastic conform easily to the sandbag surface. If the plastic is stretched too tightly, the water force could puncture it. Place a row of sandbags on the bottom edge of the plastic to form a watertight seal along the water side. Place sandbags to hold down the top edge of the plastic. Avoid puncturing the plastic with sharp objects or by walking on it.
Use a sump or skimmer pump to remove water that permeates through the dike. Use ground fault circuit interrupters on circuits or extension cords to reduce the risk of electrocution.
Sealing the dike
A dike will fail if not built correctly, so training people on proper procedures for placing sandbags is very important. In the rush, volunteers will do something, but the result frequently is a dike that performs poorly or fails. Put a high priority on planning and organization. Identifying a supervisor for the project is recommended.
Floodwater is generally considered as polluted, so sand from bags exposed to flood water should not be used for children's sand boxes.
The NDSU Extension Service does not endorse commercial products or companies even though reference may be made to tradenames, trademarks or service names.
This publication may be copied for noncommercial, educational purposes in its entirety with no changes. Requests to use any portion of the document (including text, graphics or photos) should be sent to NDSU.permission@ndsu.edu. Include exactly what is requested for use and how it will be used.
AE-626 (Revised), March 2009
County Commissions, North Dakota State University and U.S. Department of Agriculture cooperating. North Dakota State University does not discriminate on the basis of race, color, national origin, religion, sex, disability, age, Vietnam Era Veterans status, sexual orientation, marital status, or public assistance status. Direct inquiries to the Chief Diversity Officer, 205 Old Main, (701) 231-7708. This publication will be made available in alternative formats for people with disabilities upon request, 701 231-7881.