A.N.Morozov.
ZONING
THE IRRIGATED LANDS OF UZBEKISTAN ACCORDING TO SPRINKLING USE.
(The article has been published in the transactions of the Central
Asian Research Institute for Irrigation SANIIRI "Development
of the water economy and reclamation of the Republic of Uzbekistan
during the transition to the market economy", Tashkent, 2006).
Introduction
Under the conditions of the increasing shortage of irrigation water,
the matter of changing for water-saving crop irrigation technologies
is becoming more and more urgent. A few ends can be gained at that,
such as: saving of water, increasing productivity of the irrigated
lands, improvement of the reclamation and ecological situation.
Out of the well-known irrigation methods (flooding, overlapping
strips and furrows, sprinkling, drip irrigation), only sprinkling
is considered herein. The purpose of zoning is making easy the practical
selection of one or another type (construction) of sprinkling machine
for irrigation of crops at specific environmental and economical
situation, which could ensure the following: saving of water resources
at the expenses of the reduction of the unproductive water losses
to depth and surface outlets; lowering specific water consumption
per unit of the production being produced owing to possible strict
keeping irrigation regime and increasing irrigation evenness and,
as a result, rising crop productivity; improvement of reclamation
and ecologic state on the adjacent territories.Zoning factors.
Water
permeability of the soils. Water sprinkler must be chosen in such
a way so that to bar the emergence of surface flow, therefore the
main factor that conditions the expedience of using sprinkling for
crop irrigation is soil permeability which determines permissible
rain intensity. Also the extent of water saving with using sprinkling
irrigation depends upon soil permeability, since water losses to
depth and surface outlet (under interchangeable ways) directly depend
on this factor. Water permeability degree is unambiguously defined
only by the filtration factor under total saturation; however, this
value is not constant for the soils with high rate of clay particles
and organic matters and changes even during the carrying out of
an experiment. As to the process of unsteady absorption, which essentially
is irrigation, it depends on a number of the following parameters:
" state of soil surface (in natural state, loosened, rolled
with agricultural machinery etc.);
" pre-irrigation moisture and moisture profile in soil depth;
" way and rate of water supply to the soil surface.
By convention, to the accuracy sufficient for practice, the classification
offered in work [1] can be adopted, which is given in table
1.
Table
1. Adaptability of various sprinkling types for the soils of different
permeability
Characteristic
of permeability Absorption rate
|
(K1),
mm/hour
|
Types
of sprinkling machinery according to sprinkling feature
|
fine-dispersed
|
of
middle fineness
|
of
large fineness
|
Rain
intensity, mm/hour
|
0.4
|
0.8
|
2.0
|
4.0
|
6.0
|
10.0
|
15.0
|
20.0
|
Strong
|
15
|
*
|
*
|
*
|
*
|
*
|
+
|
+
|
*
|
Higher
|
8
|
*
|
*
|
*
|
*
|
+
|
+
|
*
|
*
|
Medium
|
4
|
*
|
*
|
*
|
+
|
*
|
*
|
*
|
*
|
Lower
|
2
|
*
|
*
|
+
|
*
|
*
|
-
|
-
|
-
|
Weak
|
1.5
|
*
|
+
|
+
|
*
|
-
|
-
|
-
|
-
|
Here
and in other tables some restrictions are applied, marked with the
signs as follows:
" types which practically cannot be employed (-);
" types which can be employed, but for economical reasons are
hardly applicable (*);
" types which are completely proper for use (+) .
Surface
geometry. For sprinkling irrigation, the field's topography (microrelief)
so important at surface irrigation method is of no practical importance.
The governing factor here becomes macrorelief which determines the
possibility of the machine movement over the field [2]. In table
2, preferable machine types are suggested usable at one or another
relief.
Table
2. Usability of sprinkling machines subject to the mobility degree
at different relief types.
Relief
|
Type
of sprinkling machines
|
Stationary
|
Portable
|
Movable
|
Level
|
*
|
*
|
+
|
Slightly
hilly
|
*
|
*
|
*
|
Hilly
|
*
|
+
|
-
|
Foothill
|
+
|
+
|
-
|
Note:
At present, there are machines operating afoot and on highly hilly
relief, however they require highly trained servicing.
Hydrogeological conditions. Depending on natural and artificial,
created by irrigation and/or drainage, hydrogeological conditions,
they distinguish three principal types of the soil-forming process:
automorphic, with stably deep (3 m and deeper) underground water
of any salinity virtually not influencing on the soil; semi-automorphic,
with underground water at depth of 2-3 m, which noticeably influences
on the soil layer and its salinity degree, in the case of high saltiness;
hydromorphic, with close underground water, which greatly effects
soil water and salt regimes. In table 3, possibility is shown for
using sprinkling for each of the abovementioned types of soil-forming
processes.
Table
3. Usability of all types of the sprinkling machinery subject to
hydrogeological conditions and exposure to salinization.
Natural
or artificial drainage degree Hydromorphic property
|
Where
UWD means underground water depth
|
Automorphic
(UWD > 3 m)
|
Semi-hydromorphic
(UWD = 2-3 m)
|
Hydromorphic
(UWD = 1-2 m)
|
Fresh
|
Low-salted
|
High-salted
|
Fresh
|
Low-salted
|
High-salted
|
Fresh
|
Low-salted
|
High-salted
|
High
|
+
|
+
|
+
|
+
|
+
|
+
|
+
|
*
|
*
|
Medium
|
+
|
+
|
+
|
+
|
+
|
+
|
+
|
*
|
-
|
Low
|
+
|
+
|
*
|
*
|
*
|
-
|
*
|
-
|
-
|
Here,
one should notice several fundamental circumstances, such as:
" salinity presence or its potentiality does not hinder in
using sprinkling irrigation, since the salts carry-over efficiency
at sprinkling is twice as much than washing by other methods, and
this is experimentally proved;
" although use of sprinkling at hydromorphic soils no prone
to salinization is possible, it is ineffective for two reasons:
first, it doesn't bring to considerable water saving, since the
losses to depth outlet are constrained by small free capacity of
the soils and lower layers; second, it improves not enough the uniformity
of soil moistening which is high as it is under the current conditions
due to close level of underground water;
" use of sprinkling under hydromorphic conditions, at saline
soils or those prone to high salinization, as well as other irrigation
ways, is not reasonable without carrying out of hydroengineering
reclamation (decrease of the inflow from outside and losses in sections
of the network, increase of artificial drainage degree). Moreover,
local using perfect irrigation technologies under these conditions,
as well as lower water entry, will cause its overflow from the adjacent
territories, irrigated by normal way, by underground; that will
inevitably result in the intensification of salinization processes.
" using sprinkling at automorphic soils (generally, adyrs)
having huge losses to depth outlet at normal irrigation ways is
the most profitable and allows reducing water supply by several
times, thanks to which the costs of the purchase and exploitation
of sprinklers can totally be repaid [2], also refer to the page
ABOUT USABILITY ASSESSMENT OF
IMPROVED IRRIGATION METHODS UNDER PRESENT CONDITIONS UNDER THE CURRENT
SITUATION.
Characteristics of climate. Climate conditions overall need in irrigation
water. Notwithstanding the seeming differences in the climatic peculiarities
of the irrigated lands on the territories of the Republic of Uzbekistan,
the ones are not so big during the vegetation period. Variation
of the extreme values of the characteristics according to moisture
deficit amounts to only 25 % between the zones S-II-G (-II-),
the northernmost point at the mountainous zone and Y-II-A (-II-),
the southernmost point at the desert zone [3]. Relative water saving
compared to the interchangeable irrigation way is more significant.
It is known that wind can influence upon water losses at sprinkling
irrigation. However, even this influence is appreciable for the
territories with abnormally high wind speed and frequency (for instance,
Bekabad, Havast, and so on). The experience of sprinkling use under
the working conditions of the Kyzyl-Kum desert [4] has shown that
even under such extreme conditions sprinkling is the most reasonable
irrigation way for high-permeability soils both by technical and
economical parameters, which ensures uniform irrigation, saving
of water resources, and reclamation condition for the lands highly
subjected to salinization. The only climatic indices which are significant
when justifying sprinkling and selecting the type of sprinkler under
Uzbekistan's conditions are the speed, frequency, and length of
wind during the vegetation period. In table 4, proposals are presented
made for various types of sprinklers according to the permissible
speed and frequency of wind.
Table
4. Restrictions on sprinkling usability subject to the speed, frequency,
and length of wind.
Characteristics
of wind activity
|
Types
of sprinklers according to rain characteristic
|
Speed,
m/s
|
Frequency
during vegetation period, days
|
Maximum
length, days
|
Fine-dispersed
|
Of
medium rain fineness
|
Of
big rain fineness
|
Rain
intensity, mm/h
|
0.4
|
0.8
|
2.0
|
4.0
|
6.0
|
10.0
|
15.0
|
20.0
|
<
2.0
|
Any
|
Any
|
+
|
+
|
+
|
+
|
+
|
+
|
+
|
+
|
2-5
|
<
10
|
<
10
|
*
|
+
|
+
|
+
|
+
|
+
|
+
|
+
|
|
10
|
10-15
|
*
|
*
|
+
|
+
|
+
|
+
|
+
|
+
|
|
>10
|
> 20
|
*
|
*
|
*
|
+
|
+
|
+
|
+
|
+
|
5-8
|
5
|
<
5
|
*
|
*
|
*
|
*
|
+
|
+
|
+
|
+
|
|
5
|
5-10
|
*
|
*
|
*
|
*
|
*
|
+
|
+
|
+
|
|
>5
|
>10
|
*
|
*
|
*
|
*
|
*
|
*
|
+
|
+
|
>
8
|
<
3
|
<
3
|
*
|
*
|
*
|
*
|
*
|
*
|
*
|
+
|
|
5
|
3-5
|
*
|
*
|
*
|
*
|
*
|
*
|
*
|
*
|
|
>
5
|
>
5
|
*
|
*
|
*
|
*
|
*
|
*
|
*
|
*
|
Note:
It should be noted that nowadays the leading foreign companies have
developed sprinkling nozzles for surface water atomization, for
which the risk of drop drifting is less than for common those by
several times.
At that,
the following considerations were taken into account: the lower
the wind frequency and length during the vegetation period, the
less the effect of its speed on the irrigation regime, since sprinkling
can be stopped while wind is blowing with no significant detriment
to the crop; and the larger and more intensive the rain, the less
wind influences on raincloud drifting, with other equal states [3].
Crop
types. Different crops make special demands of soil moisture (inter-irrigation
period) and relative air humidity. When selecting a sprinkler construction,
the type of crops being grown is of practical importance, and, at
that, the plant height is a deciding factor. In table 5, the criteria
for the selection of a proper sprinkler construction are given depending
on the crop type and plant height.
Table
5. Usability of sprinkler for different crops.
Crop
type
|
Types
of sprinkling machine according to the sprinkler design and
position
|
Far-range
|
Medium-range,
raised above plants
|
Medium-range,
at the soil level
|
Short-range,
put down in the inter-row space
|
Short-range,
at the soil level
|
Gardens,
vineyards
|
+
|
+
|
-
|
-
|
+
|
Tall-stalked
(corn, kenaf etc.)-
|
+
|
+
|
-
|
+
|
-
|
Low
(cotton plant, vegetables etc.)
|
+
|
+
|
+
|
+
|
*
|
Grain-crops,
spiked (wheat and so on)
|
+
|
+
|
+
|
+
|
+
|
Sprinkler
types according to a water withdrawal way. Use of the sprinkler
in irrigation systems originally designed for surface irrigation
ways becomes complicated due to difficult water withdrawal from
the existing network. To zone sprinkling, the existing systems can
be divided as follows: in earth bed; coated; with flexible pressure
hose; rigid conduit with hydrants. In order to avoid great financial
expenses for the alteration of the network in question with the
sprinklers connected, one should follow the guidelines given in
the certificate of the machine being used.
Water supply to the system. To attain the highest effect of using
the sprinkling machinery, preference should be given to the irrigation
systems with the least water supply where it is impossible to provide
normal crop irrigation regime under the current conditions. Among
such systems are those where water supply limit does not exceed
80 %.
Forms of land utilization and the maintained area. When selecting
areas, the preference should be given to farms and the associations
of land-users, on the lands with difficult water delivery (machine
water lifting), where particularly the advantages of water saving
and rational use can become apparent. The area being maintained
should be selected in accordance with possible capability of the
sprinkler. At the same time, minimum inter-irrigation periods must
be provided at the designed irrigation rate. That is to say, it
is advisable that the machine is continually used during the vegetation
period and in the three-shift working regime, with stopping only
for the maintenance works.
Power supply. From the economical point of view, the most reasonable
way is using sprinkling in the systems with mechanical water lifting,
where the water value is high. One of the preferable conditions
for the sprinkling machine to be arranged is the availability of
district power supply from the state power system involving approximate
power transmission lines and needed stand-by power in the system,
since the water delivery cost by diesel machines is higher by far
than by electrified ones.
Economical criteria to select machines. With the existing scope
of choice between a few types of machines according to all the aforementioned
parameters, one must employ the machines of the lowest normalized
expenditures (NE).
NE = E * C + EC --> min
where, E is the standard factor of depreciation of capital investments
C is capital investments
EC - annual exploitation costs
References
1. Departmental Construction Standards VSN 3.3-2.2. Interfarm network
with the surface irrigation way. M., 1987
2. A.N.Morozov. On the use conditions for perfect irrigation ways
in the current situation. Transactions of paper abstracts for the
conference "Problems and ways of forming economic interrelations
in the water industry and agriculture under the conditions of the
market reforms development", Central Asian Research Institute
for Irrigation SANIIRI, Tashkent, 2004, pp. 176-181.
3. V.R.Shreder, V.F.Safonov, I.K.Vasilyev, R.I.Parenchik, A.R.Riftina.
Design values of the crop irrigation rates in the basins of the
Syrdarya and Amudarya rivers. State Design Institute for Water and
Cotton Projects "Sredazgiprovodhlopok", Tashkent, 1970,
p.292.
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