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<br />FENCE JETTIES (WOOD AND WIRE) <br /> <br />==t~ i;, ( 1.- <br />~~~~-- --~~~T----- <br />'I r, 1C::".", - "" ", ,,,.~~~g; <br />I ~ ",lIlld ," 11111111 - <br />",,,'II:IIIWLIIIlIII<""i;IIIII" .", <br />"'~"".. ""1111,, ..tlll L <br />I..... 11111111' <br />"L~1111111..1111 <br />,\\; <br /> <br /> <br />"..,"", <br /> <br /> <br />,Wood or Wire Fences <br /> <br />Normal <br />Water Surrace <br /> <br />TYPICAL SECTION <br /> <br />" <br />" <br />" <br />" <br />" <br />.c <br /> <br />" <br />" <br />" <br />,: <br /> <br />Fence jetties are used to solve a variety of bank protection problems. They can be <br />constructed parallel to the bank as well as transverse to the streamflow. MaterIals for <br />construction can vary. Types often used are treated or untreated wood, used rails, pipe, <br />and steel or concrete beams. The fencing material Is usually wood or wire. If wire <br />fencing Is used, the required tensile strength depends on the design loading by the water <br />and debr r s. <br /> <br />Fencing Is not one of the most effective means of bank protection, but is commonly used <br />because no special techniques for construction are required and materials are readily <br />available. <br /> <br />Another way to use fences I s to construct two fences para lie I to the bank 3 to 10 feet <br />apart. Brush, hay, or rock is stacked between the fences, providing an extra measure of <br />protection against the erosive action of the water currents. If the fences are <br />constructed parallel to the bank and the bank is steep enough, a second fence Is not <br />required for holding the brush backfill. Fences constructed parallel to the bank <br />generally serve as an erosion stopgap measure to al low sufficient time for the <br />establishment of vegetation or to prevent sloughing of the bank. Fences constructed <br />across part of the stream section promote sediment deposition. A transverse fence can be <br />positioned to deflect debris downstream or to trap It. By constructing the fence so that <br />it is oriented downstream at an obi Jque angle to the current flow, debris wi II be <br /> <br />27 <br />