International Commission on Irrigation & Drainage Commission Interationale des Irrigation et du Drainage

Multilingual Technical Dictionary (MTD)
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Term No.Term Name/Term DescriptionAction
228
Double-sampling plan
In order to give the lot a second chance, double sampling is often adopted. To begin with, a relatively small sample, smaller than in the single-sampling plan, is taken and critical values for acceptance and rejection computed. If the sample produces less defective units than the acceptance critical value, the entire lot is accepted; if it produces.....
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926
Double mass curve
Plot of successive accumulated values of one variable against the contemporaneous accumulated values of another variable......
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1223
Double float
A body of a slightly negative buoyancy that moves with the stream at a known depth and whose position is indicated by a small surface float from which it is suspended......
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1508
Training wall
A structure built along or connected to the bank of a river substantially parallel to the direction of flow, e.g. an extension to a flank wall, intended to direct fast flow from a sluice or spillway away from erodible banks of a river or canal......
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1567
Rough log training wall
A type of bank protection used in New Zealand. It consists of pyramidal trestles, built of rough logs, with other logs wired from trestle to trestle on the side nearest to the river. Checking of the current by the log-grid causes a shingle deposit and so builds up a bank. (illustrated)......
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1741
Double layer
Arrangements of two oppositely charged ions in layers near the surface of a clay particle.
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1931
Wall pressure
Wall pressure is equal to and synonymous with turgor pressure for an isolated cell under equilibrium conditions.
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2164
Slick spots, Scab spots, or Buffalo wallows
Small areas in a field that are somewhat slick when wet due to alkali or high exchangeable sodium.
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2216
Breast wall
A low wall (retaining wall) built of masonry or concrete to retain the face of a natural or man made bank of earth or composite section of earth, masonry or concrete. In case of irrigation works it may also be provided at the end of an apron/platform to contain the pressure and can be in a submerged state too......
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2217
Face wall
A wall (retaining wall) built of masonry or concrete having different material on the front and back. When applied to irrigation, it is provided immediately above the face of a submerged orifice, opening or sluice......
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2218
Panel wall
A non-bearing partition between columns and/or piers. In irrigation context it is a distinct wall in between the two supports or either ends......
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2221
Wing wall
1 - The wall of a dam structure extending from the headwall downstream a distance equal to the length of the apron, constructed to prevent sloughing of banks or channels and to direct and confine overfall. Wall (s) joining the abutments of a structure to an earthdike or the bank to increase the length of percolation-path around the end of a structu.....
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2223
Inlet wing wall, or Upstream wing wall
Wing wall connecting the abutments with the banks of the parent channel or the banks upstream of the structure.
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2224
Outlet wing wall, or Downstream wing wall
Wing wall connecting the abutments with the offtaking channel section downstream of the structure.
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2225
Flank wall
The retaining wall in continuation of abutments both upstream and downstream.
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2226
Curtain wall, or Cutoff wall
1 - A cross wall built under the floor of a hydraulic structure with the object of dividing the work into suitable compartments. 2 - A thin wall or footing constructed downward from, under or around the headwall and lipwall of a dam or any other hydraulic structure to provide resistance to seepage or to increase the path of seepage is called a cut-.....
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2227
Toe wall
A low wall built of masonry or concrete or stones without using mortar, below the bed or floor level to provide footing for the sloped pitching or face of an embankment......
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2239
Divide wall, Divide groyne, Division wall, or Dividing wall
A longitudinal wall or groyne separating the undersluices pocket section from the weir or barrage section (illustrated).
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2255
Fixed buttress weir, Ambursen dam or Ambursen weir
A fixed dam consisting of water-supporting upstream face supported by buttresses which are equally spaced walls or struts proportioned to transmit the water load and the weight of the structure, to the foundations. Note - It is classified as open or closed Ambursen weir according to the absence or provision of downstream face slab.(originated by Sw.....
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2337
Buttress dam
A dam usually of reinforced concrete, consisting of upstream face or deck and buttresses. The water bearing members (upstream face or deck) are supported upon the buttresses and span between them. The load is tranferred to the foundations through the buttresses......
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2338
Buttress
A masonry or concrete pier built normal to a face or a wall while the retained material resists the pressure transmitted by the wall or face......
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2339
Single wall buttress
A buttress of solid section. It may have (a) uniform thick section, (b) (i) thin section reinforced by stiffeners for lateral stability, (ii) thin section reinforced by struts between the adjacent buttresses for lateral stability......
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2340
Double wall buttress, or Hollow buttress
A buttress made of thin concrete sections duly stiffened in between by stiffeners.
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2341
Flat slab buttress dam, Flat deck dam, Deck dam, Slab and buttress dam, ,Fixed slab buttress dam, Fixed deck dam, Free deck dam, or Cantilever buttress dam
A dam usually of reinforced concrete consisting essentially of slabs supported by transverse buttresses. The load is taken by the slabs and transferred to the foundations through the buttresses. The slab may be (i) integrally cast with the buttresses, (ii) freely supported at the buttresses, or (iii) cantilevered from the buttresses. The dams are a.....
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2342
Truss buttress dam
A type of deck dam where the massive buttresses are replaced by reinforced concrete trusses to support the deck slab.
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