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
135
Aberrations, Anomalies, or Irregularities
A description of relatively unusual or irregular values of variables in a table or other display.
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1124
Aquifer properties
The characteristics of an aquifer that determine its hydraulic behaviour and its response to abstraction such as porosity, permeability, specific yield etc......
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1525
Marginal bund
1 - A backwater bund; a term used in India and Europe for an embankment built along a river, upstream of a weir at a short distance from the margin. (illustrated). 2 - See 6530......
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1527
Guide bank, or Bell`s bund
A protective or training embankment constructed at the side of a weir, bridge, etc., to guide the river into the waterway in the structure; named after Mr. J.R. Bell who designed such bunds (illustrated)......
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1536
Bunding
A kind of bank protection where, owing to space or usage, or for strength, a continuous vertical or nearly vertical wall or other structure is built in front of the margin......
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2222
Wing levee, Afflux bund, or Afflux bank
An embankment or dike designed to prevent the outflanking of the abutment by flood waters passing round the end of the weir, extending up to, but not across, the whole of the river flood plain......
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2282
Guide bund
A training wall intended to lead water smoothly to or away from a barrage or weir. It is built of earth, masonry or concrete or any other locally available material......
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3606
Layby, Tie-up basin, or Shunt
The widened cross section of the lock channel in a single-lane channel to permit two-way traffic.
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5661
Deleterious materials and organic impurities
Contaminants in aggregate that can adversely affect concrete strength. Determined by that quantify materials finer than 75 microns, clay, mica, organic matter, chemically deleterious substances, etc......
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5667
Mechanical properties
The properties are, that affect strength and durability of concrete, such as aggregate crushing value, extent of particles of fine aggregates, impact value of aggregates, abrasion value, polished stone value, crushing strength, soundness, thermal and petrographic properties......
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5867
Ring bund
An embankment built temporarily on a river bed surrounding the site of construction of the hydraulic works.
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5868
Tie bund
An embankment connecting two main embankments of a river diversion system.
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5889
Single-tier formwork
A type of collapsible formwork containing, in its vertical section, a single panel only. The panel is kept in position by special bracing until concreting is completed and until removal of the forms is possible. Afterwards, the panel is removed and re-erected at the next position, its bottom part being fastened to anchors left in the concrete of th.....
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5890
Double-tier formwork
A type of collapsible formwork containing two panels in the vertical section. The upper panel is erected on top of the lower, transferring its own weight and also the horizontal-lateral pressure of the concrete. The top of the panel is held in the required position during concreting by means of ties. After the concrete is set, the panel can be shif.....
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5891
Basic-type single-tier formwork
Formwork consisting of panels with studs of a length equal to the height of sheathing. The studs carry two horizontal rows of anchor bolts, fastened to two corresponding rows of anchors embedded in the upper and lower parts of the panel. The anchors of the upper row remain in the concrete after removal of the panel and serve as panel supports for t.....
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5892
Cantilever-type single-tier formwork
Formwork when the studs extend considerably below the panel sheathing. The stud extensions are provided with two rows of anchor bolts, fastened to two corresponding rows of anchors, embedded in the concrete of the previous block. This restrains the end of the stud and enables it to function, in effect, as a cantilever, subject to lateral pressure f.....
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5894
Composite-type single-tier formwork
Formwork containing the characteristics of both the basic and the cantilever types of single-tier formwork ..
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5895
Basic-type double-tier formwork
Formwork that consists of panels so designed that the lower ones serve as support for the upper panels : their vertical displacement proceeds by a successive transfer of the lower panel to the next upper panel position, i.e. the upper and lower panels are of the same dimensions and interchangeable (illustrated)......
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5896
Walking-type double-tier formwork
Formwork consisting of two identical panels connected by a bar hinged to the centres of the panels. The vertical shifting of the panels is achieved by a wailing action of the lower panel, that rotates with the bar, about the upper hinge while at the same time rotating 180o about its hinge so as to present its face towards the concrete (illustrated).....
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5897
Double-tier formwork with sliding studs
Formwork characterized by the fact that studs can be separated from the panel. Two horizontal rows of panels, standing one over the other, are held in position by vertical studs tightly fastened by means of tiers to anchors embedded within the concrete. As the level of concrete rises, the studs are lifted, and the panels, freed from the studs, are .....
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5942
Tie back cantilever form
A concrete form having a row of ties attached at or near the top of the form in addition to anchor units at the base, attached directly to the previous lift. It is generally used for higher lifts to minimize form deflections or reduce the weight of the units......
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6527
Contour bunding
The construction of small bunds across slope of the land on a contour so that the long slope is cut into a series of small ones and each contour bund acts as a barrier to the flow of water......
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6528
Contour bund
In soil conservation, an embankment constructed on a contour.
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6529
Side bund
In soil conservation, an embankment constructed along the slope usually at right angle to the contour bund.
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6530
Marginal bund
1 - In soil conservation, an embankment which is constructed at the lowest part of the catchment without any reference to contour. 2 - See 1525......
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