10.07.2015 Views

construction and refurbishment of earthen irrigation channel banks

construction and refurbishment of earthen irrigation channel banks

construction and refurbishment of earthen irrigation channel banks

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

A hydraulic excavator working along the centreline <strong>of</strong> the <strong>channel</strong> can create theinitial pilot cut to the design bed level, followed by excavators working from thesides pulling back the batters to the design slope.Photos\<strong>construction</strong>\cg2.pilot trench.jpgPhoto 19-5Pilot trench for new <strong>channel</strong>The material excavated to form the <strong>channel</strong> waterway, if suitable, can be used on the<strong>banks</strong>. Unsuitable material or surplus material is formed into spoil <strong>banks</strong> or hauledto waste.Excavated material in excess <strong>of</strong> bank requirements at any cross-section can be usedto make up deficiencies at other cross-sections.19.6.3 Borrow PitsMaterial for bank <strong>construction</strong> is obtained either from the <strong>channel</strong> excavation, if it issuitable, or from borrow. The borrow material is taken from pits constructed wellclear <strong>of</strong> the <strong>channel</strong> line. For economy, borrow pits should be located as close aspossible to the site <strong>of</strong> the <strong>channel</strong> works. However in some situations, it may benecessary to travel a considerable distance from the <strong>channel</strong> to obtain suitablematerial.In some <strong>of</strong> the larger <strong>irrigation</strong> schemes in Australia, haul distances <strong>of</strong> 5 km arecommon <strong>and</strong> can be up to 10 km, adding significantly to earthwork costs.Photos\borrow pits\shep7 excavator loading tipper with borrow.jpgPhoto 19-6Excavator loading Dump Truck at Borrow PitIn selecting borrow sites consideration should be given to:• Suitability <strong>of</strong> the type <strong>of</strong> material available• Volume <strong>of</strong> <strong>channel</strong> bank material required• Volume <strong>and</strong> depth <strong>of</strong> soil obtainable from potential borrow pit(s)• Bulking factor <strong>of</strong> borrow material (refer section 19.6.4)• Distance from borrow pit to Channel Bank Construction site• Location <strong>of</strong> the borrow pit in respect to roads• Moisture content• Amount <strong>of</strong> stripping required• Depth <strong>of</strong> watertableRefer to Section 15, Material Selection <strong>and</strong> Testing.Where a haul road can be built, scrapers can be used. If the borrow material has tobe moved several kilometres over public roads, the choice would be a front-endloader, or excavator that would load dump trucks.Construction <strong>and</strong> Refurbishment <strong>of</strong> Earthen Channel Banks August 2002 - Edition 1.0 19-13

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!