Sandbagging for Flood Protection (Part 3)

"A sandbag dike must be built properly to prevent or reduce flood damage."

** Sealing the Dike **
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 beyound 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 perferred. It generally is available in 100-foot rolls from construction supply foms, lumberyards and farm stores. Do not put plastic sheeting urder the bags since that will increaste 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 pastic 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 bootom edge of the plastic to form a waterlight 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.


** Controlling Seepage **
Use a sump or skimmer pump to remove water that permeates through the dike. A 5 -gallon pail with numerous holes drilled in the side and placed in a hole dug into the ground can be used as a sump to collect seepage water. Use ground fault circuit interrupters on circuits or extension cords to reduce the risk of electrocution.


** Disposing of Used Sand **
Floodwater is generally considered as polluter. so sand from bags exposed to flood water should not be used for childen's sand boxes. It can be used for typical construction applications.

This material is based upon work supported by the National Institute of Food and Agriculture, U.S.Department of Agriculture. under Agreement No.2009-41210-05965
The NDSU Extension Service does not endorse commercial products or companies even though reference may be made to tradenames, trademarks or service names.
NDSU encourages you to use and share this content, but please do so under the conditions of our Creative Commons license. You may copy, distribute, transmit and adapt this work as long as you give full attribuion don't use the work for commercial purposes and share your resulting work similarly. For more information, visit http://www.ag.ndsu.edu/agcomm/creative-commons.

Thank you Detial From
"Kenneth Hellevang, Extension Engineer"
NDSU Extension Service North Dakota State University Fargo, North Dakota FEBRUARY 2011
For more information on this See www.ag.ndsu.edu

Sandbagging for Flood Protection (Part 2)

"A sandbag dike must be built properly to prevent or reduce flood damage."

** Filling Sandbage **
Fill the bags about one-half full and tie the bag near the top. if it is tied, which permits the sand to move easily in the bag to create a good dike. Overfilled bags and bags tied too low leave gaps in the dike, which allows water to seep through. Sandbags do not need to be tied unless they are transported. 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 cquipment. However. the special cquipment required is not always available during an emergency.


** Stacking Sandbags **
Lift bags using your legs and limit twisting of your back. Gently hanc the sandbat to the next person in a sandbag brigade or line.

A triangular or pyramid shape for the dike is not necessary if the height will be I 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 exerterd by the floowater.

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 tied or 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 create a tight seal. Continue to walk on the bags as succeeding layers are placed.

The base of the dike should be about two to three times as wide as the dike is high to provide adequate strength and friction surface area. Water exerts a tremendous force against the dike. Estimate the pressure on the dike base by multiplying the water depth by 62 pounds. For example, the pressure theat 5 feet of water exerts on the base of a dike ia about 310 pounds per square foot. The force of 5 feet of water on a vertical wall is about 775 pounds per linear foot of wall. Flowing water striking the dike exerts even more 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.


Plan of bottom Layer


Lapping sandbags


Place bags parallel to the flow of water


Fill the sandbag method

Thank you Detial From
"Kenneth Hellevang, Extension Engineer"
NDSU Extension Service North Dakota State University Fargo, North Dakota FEBRUARY 2011
For more information on this See www.ag.ndsu.edu