SOP of Kuraz Sugar Project
SOP of Kuraz Sugar Project
Development Project
SUGAR CORPORATION
Research and Development Center
Sept. 2016
Contents
1 Introduction................................................................................................................4
2 Land Preparation.........................................................................................................6
2.1 New land development.........................................................................................6
2.2 Seedbed preparation...........................................................................................13
3 Seedcane Management and Planting Material Preparation......................................16
3.1 Conventional Seedcane nursery management....................................................16
3.2 Tissue Culture based seed cane nursery management........................................17
3.3 Procedures of seedcane preparation for planting commercial cane fields..........19
3.4 Seedcane preparation for planting initial seedcane material.............................21
4 Planting and Gap Filling Practices...........................................................................23
4.1 Planting procedures............................................................................................23
4.2 Filling gaps.........................................................................................................25
5 Growth Mmeasurement and Cane Pushing..............................................................27
5.1 Growth measurement..........................................................................................27
5.2 Cane Pushing......................................................................................................28
6 Irrigation and Drainage System Management..........................................................28
6.1 Irrigation Water Management.............................................................................28
6.2 Drainage management........................................................................................44
6.3 System Maintenance...........................................................................................46
6.4 Routine maintenance..........................................................................................47
6.5 Periodic and preventive maintenance.................................................................47
6.6 Annual maintenance...........................................................................................48
7 Cultivation Practices.................................................................................................49
7.1 Ridge flattening..................................................................................................49
7.2 Moulding (Earthing up)......................................................................................50
7.3 Ratoon re-shaping (furrow reshaping) / RR+F...................................................51
8 Fertilizer Application Practices................................................................................51
8.1 Storage and handling of Urea and NPS fertilizers..............................................52
8.2 Requesting and transporting fertilizer................................................................52
8.3 Field application of urea and NPS fertilizers......................................................53
8.4 Ferrous Sulphate (FeSO4. 7H2O) application.....................................................56
9 Sugarcane Pest Management....................................................................................57
9.1 Sugarcane disease management..........................................................................57
9.2 Weed management.............................................................................................63
9.3 Insect management.............................................................................................68
9.4 Guidelines for safe use of a pesticide.................................................................75
9.5 Chemical spraying..............................................................................................76
10 Harvesting Practices.................................................................................................81
10.1 Harvesting scheme preparation...........................................................................81
10.2 Harvesting season and age..................................................................................82
10.3 Drying off...........................................................................................................82
10.4 Preparations for harvest......................................................................................83
10.5 Cane burning.......................................................................................................83
10.6 Cane cutting........................................................................................................84
2 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
1 Introduction
Most of the current sugarcane production unit operations and cultural practices in the
Ethiopian sugar estates were adopted from Wonji-Shoa Sugar Estate. The practices
brought to Ethiopia by the Dutch company HVA were gradually adapted to Metahara
and Finchaa sugar estates. Currently such operations are also being adapted to new
sugar projects but with slight modifications.
Thus, there is a need to update the unit operations and cultural practices and to prepare
a document which could easily be understood and used by the agricultural staff of the
sugar project. To this end, this sugarcane production operational standard/manual
clearly states the unit operations and cultural practices to be applied for the successful
production of sugar cane at Kuraz condition. In addition to the existing practices, the
manual includes updates based on research findings both in Ethiopia and abroad,
professional experiences, and literature reviews.
In recent years rapid decline in cane productivity is being observed in all existing sugar
estates. It is believed that this decline in yield and quality of sugarcane is caused largely
due inconsistent and limited application of standard field management practices. These
inconsistent field management practices resulted from a number of factors such as
absence of standardized production manual, lack of updated practices based on research
findings and foreign experiences, etc. Hence, the importance of a standardized manual
for cane production practices is not questionable even though the ultimate result
depends on quality of the standards and how well the standards are implemented.
Thus this manual is prepared with the objective of improving sugarcane productivity
through well organized and updated production standards. It is believed that as long as
the sugar project strictly follows the standards described in this manual, sugarcane
productivity will be improved. The manual is subjected to continual improvements
based on research findings and experiences gained from local and abroad sugar
industries.
2 Land Preparation
In our new sugar projects, soil and vegetation exist in varying proportion. There are
extremes where practically no vegetation exists. On the other hand there are extremes
which are characterized by a mixture of hard and soft wood with or without dense
under bush.
Land development for cane production involves clearing the land of all bushes and
trees in order to make use of equipment for other land preparation operations.
The types of trees, vegetation, soil, and terrain encountered while clearing the land
must be determined as accurately as possible from climatic and geological maps,
intelligence reports, the surface, trees and aerial and ground reconnaissance.
After such information has been verified, estimate the quantity of work, select the
available equipment, determine the number of personnel needed, and plan a sequence
of operations to complete the clearing rapidly and efficiently. In all clearing operations,
the decisive factors controlling the method of clearing are the type and amount of
equipment and the time available for completion.
There are a number of factors that influence the methods used to clear agricultural land
and the type of equipment which might be deployed. Some of them are:
Tree size and density – after identifying the size and density of the existing tree, the
capacity and type of machinery requirement can be determined.
Soil conditions – trees on lighter soil such as sandy loam have lighter roots than those
on hard clays in which the roots have to be dug out before releasing the tree. Machinery
type can also be affected with the presence of rocks and stumps.
Topography – type of slope, swamps, ditches and other type of the topography has
influential effect on the machinery to be deployed.
Rainfall – the amount of rainfall has influence on the water table particularly during
clearing operation. Since these conditions limit the movement of the machinery care
must be taken on selecting which machine to use.
Usually, there are four types of land clearing. The choice of the methods depends on
the purpose to which land is required to be cleared. These are:
1. Complete removal of trees – physically uprooting all the existing trees and
moving them to another place.
2. Cutting the vegetation at ground and collecting the same for burning –The roots
are left to decay or to be removed at later date.
3. Knocking over and crushing down the vegetation
4. Ploughing and mixing in the vegetation to a depth of about 20 cm of soil –
Finally, the vegetation mixed and decaying process is taking place.
The first two methods involve physical knocking down of the vegetation and removing
for burning. The latter two methods involve piling the vegetations which have been
removed but do involve leaving it on the land to be burnt or left to decay.
A. Safety
Careful consideration must be given to the safety of personnel and equipment during
clearing operations. Protective, tractor-mounted cabs should be used when extensive
clearing operations are anticipated. Protective cabs permit greater flexibility in clearing
operations and increase operator efficiency. With this protection, damage to the dozer is
reduced and continuous production results.
Proper supervision and planning can help prevent accidents caused by falling trees,
uprooted stumps, stump holes, and rough or broken terrain during the clearing
operation. All equipment used in clearing should, if practicable, be equipped with
heavy steel plating for protection of the undercarriages. This will prevent stumps, logs,
and boulders from damaging vulnerable equipment parts.
B. Temporary drainage
Phased development of the drainage system in the early stages of clearing, grubbing,
and stripping is essential to ensure uninterrupted operation. Delays caused by flooding,
sub-grade failures, heavy mud conditions, and the subsequent immobilization of
construction equipment can be eliminated by careful development of the drainage
system before or concurrent with other construction. Using the original drainage
features as much as possible without disturbing natural grades is advisable.
Fill holes left by uprooted trees and stumps with acceptable soil, and compact the
ground to prevent the accumulation of surface water. Use dozers and graders for this
work. Slope the ground toward drainage ditches to prevent pending on the surface.
Backfill existing ditches at the latest possible time to permit the best use of the original
natural drainage.
C. Disposal
Use waste areas or burning to dispose of cleared materials. The choice of method
depends on the type of construction, environmental concerns, the location, the threat,
and the time available. Generally, the material is pushed and skidded off the site and
into the surrounding timber to speed disposal and keep the area cleared for equipment
operation. To dispose of material as rapidly as possible, assign specific units of
equipment to accomplish this concurrently with the clearing and grubbing. The disposal
method should be consistent with the methods of drainage used for clearing.
A. Burning
Do not use fire for clearing land unless suitable equipment and sufficient personnel are
not available for other methods of clearing. When burning is required, closely follow
recommended procedures.
Fire Control - strip the area around any debris to be burned before fires are started to
provide a firebreak. If large areas are to be burned, establish firebreaks on all sides as a
precaution against shifting winds. Maintain a fire guard over the fires as an additional
safety measure. In dry weather, hand shovels, water buckets, and other expedient fire-
fighting equipment should be available to extinguish fires caused by flying sparks.
Burning Pits - the most satisfactory method for burning large quantities of brush and
timber is to burn them in a pit or trench dug by a bulldozer or scraper. The sides of the
pit will reflect the heat back into the fire, producing a very hot fire. Burning will be
rapid and complete. Push the material into the pit with a bulldozer. Start the fire with
limbs and small brush to get a good bed of coals. Gradually increase the size of the
material as the intensity of the fire increases. Get as little dirt as possible in the pit
because it tends to smother the fire and fill the pit.
Log Piles – if it is not desirable to construct burning pits, burn piles of logs by loosely
piling them so that the heat and flames can pass through. It is always best to start the
fire with brush. After a large bed of coals is formed, add a few logs at a time to obtain a
good blaze.
To burn piles of green, wet logs, it may be necessary to use fuel oil to furnish enough
heat to dry out the logs and start the burning process. Pile the logs parallel, one on top
of the other. The fuel oil is carried to the center of the pile by a pipe in which holes
have been drilled or cut. Once the pile is burning well, the fuel can be cut off and the
pipe removed. Care must be taken to avoid ground contamination.
Fuel oil is also a quick and convenient means of starting brush fires, particularly if the
brush is green and wet. If material is to be pushed onto the pile while the pipe is being
used, it is best to bury the portion of the pipe outside the pile to protect it from damage
from tractor grousers and bulldozer blades.
Clearing and Piling Stumps - in preparing stumps for burning, remove as much dirt as
possible from the roots. Dirt on the roots will retard combustion and smother the fire.
When the stumps are pushed out, leave them with the roots exposed to sun and wind so
the dirt will dry quickly. Scrubbing with the side of the bulldozer blade will knock off
much of the dry dirt. Pile the stumps as close together as possible with the trunks
pointing toward the center of the pile. Keep the stumps together after they start to burn.
This procedure will speed up the burning.
There are various equipments used to clear land. These include bulldozers, cane
pushers, rakes, loaders, root ploughs etc. Although front end loaders are used to some
extent in our sugar estates to remove stones and light materials from land clearing sites,
by far the most widely used land clearing equipment is the bulldozer.
When clearing an area in dry or temperate forests, the bulldozer is the most efficient
mechanical equipment for removing small brush, trees, and stumps up to 6 inches
(15.24cm) in diameter. Although more time and effort are required, bulldozers can also
remove trees up to 30 inches (76.2cm) in diameter when tractor-mounted clearing units
and power saws are not available. Because of its ability to push, move, and skid felled
trees and brush, the bulldozer is used extensively as the primary unit of equipment in all
clearing operations.
When clearing with bulldozers, the sequence of operations depends on the type of trees,
the terrain, and planned construction. After establishing the boundaries of the clearing,
select spoil areas for disposal of all cleared material based on the shortest haul, a
downgrade slope, and general accessibility.
Start clearing at the disposal area and move in each direction away from it. Use one or
two dozers to clear the small trees and brush only. Another pair of dozers will remove
the larger trees and stumps bypassed by the previous units. If necessary, add more
dozers for a third cycle of operation to take care of the heaviest removals.
Move the cleared material to the spoil area by skidding, pushing, or pulling. Disposal
should be done with uprooting and removing. It is best to have a separate crew assigned
for disposal.
Multiple operations are possible when other types of equipment are available, using
each type where it is most effective. Use power saws, for example, to fell large trees;
use clearing units to uproot large stumps and work in areas inaccessible to dozers. Use
bulldozers to clear, stockpile, and dispose of light material. The operational methods
used by bulldozers in clearing depend on the size of the trees.
Small Trees, 6 Inches or Less in Diameter, and Brush – in clearing small trees and
brush, operate the bulldozer with the blade straight and digging slightly. It may be
necessary to back up occasionally to clear the blade. The cleared material can either be
pushed into windrows for later removal or pushed off to one side of the area to be
cleared.
Medium Trees, 6 to 12 Inches in Diameter – to push over trees that range from 6 to 12
inches in diameter, set the blade of the bulldozer as high as possible to gain added
leverage. As the tree falls, the bulldozer is backed up quickly to clear the roots. With
the blade lowered, the dozer travels forward again and digs the roots free by lifting the
blade. The felled tree is then ready for removal to the spoil areas.
Large Trees – removing large trees (over 12 inches in diameter) is much slower and
more difficult than clearing brush and small trees. First, gently and cautiously probe the
tree for dead limbs that could fall and injure you. Then, position the blade high and
center it for maximum leverage. Determine the direction of fall before pushing the tree
over; the direction of lean, if any, is usually the direction of fall. If possible, push the
tree over the same as you would a medium tree.
However, if the tree has a large, deeply embedded root system, first, opposite the
direction of fall, make a cut deep enough to cut some of the large roots. Use a V-ditch
cut around the tree, tilted downward laterally toward the tree roots; next cut the
remaining sides. Then, to obtain greater pushing leverage, build an earth ramp on the
same side as the original cut. Finally, push the tree over. As the tree starts to fall,
reverse the tractor quickly to get away from the rising root mass. After felling the tree,
fill the stump hole so that water will not collect in it.
Land forming
Land forming operation begins after the land is cleared from trees, brushes stones etc.
Land forming is an operation that is necessary to keep the soil in production. It includes
rough levelling of the cleared land, provision of drainage, and other necessary
structures.
Machines like bulldozers, graders and loaders are used for rough leveling of the field
and to set it to acceptable and economical level for the next precision leveling
operation. For precision leveling scrapers, and graders operated by skilled operators
12 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
and aided by ground surveying facilities can be used. Since precision leveling involves
high cost it is done on furrow irrigated fields. For sprinkler irrigated fields rough
leveling done at good standard is enough.
Note: the newly developed field should be ripped by using heavy duty machinery before
further operations are carried out.
The cane after cane cycle of the estate should follow the following sequence: uprooting
– subsoiling – ploughing – harrowing – planning – furrowing. Each of these unit
operations are discussed below.
Uprooting
Uprooting is carried out with the objective of removing or eliminating the old cane
stubbles and hence avoids the occurrence of volunteer crops. It also helps in easing the
consecutive operations by preventing the formation of big clods.
It is done immediately after harvesting with heavy duty wheel tractors and disc
plough harrows.
The operation is done along the furrow direction to minimize machinery damage
and to keep operator safety and comfort.
Working depth should be 20 -25 cm.
Speed of operation should be at least 7 km/hr.
The implements currently in use at Omo Kuraz sugar estate is a 3.71 m wide disc
plough harrow. When using this implement, a work rate of at least 2.21 ha/h should
be achieved. The tractor required to operate these implements should have a power
of about 256 hp.
Sub-soiling
Sub soiling is done with the objective of breaking hard pans created due to repeated
machinery traffic, reducing soil compaction and hence making the root zone loose and
conducive for cane. It is an optional operation in and the decision whether to subsoil a
given field or not is made by collective agreement between the land preparation and
cultivation department staff and the concerned plantation staff. Different techniques
could be used to decide whether to carryout subsoiling or not. These include field
history, using penetrometer or using bulk density analysis to determine the existence
and depth of hard pans or compacted soil layers. If it is decided to carry out the
operation, the following points are considered:
Decide whether the sub-soiling should be done depending upon field history such as
cutting cycles and harvesting periods and also by checking the status of soil
compaction with the help of penetrometer device.
Subsoiling is carried out 5 days after uprooting in cane after cane field or about 15
days after precision leveling in new land development.
Depth of operation should be about 60 cm.
Direction of travel should be at an angle of 45 – 60 degrees to the furrow direction.
The speed of operation should be at least 8 km/h.
Subsoilers currently used at Omo Kuraz sugar estate have 2 m and 2.24 m width.
When using the 2 m wide subsoiler, the work rate should be at least 1.36 ha/h and a
tractor of about 254 hp is used.
When using the 2.24 m wide subsoiler, the work rate should be at least 1.52 ha/h
and a tractor of about 284 hp is used.
Ploughing
The objective of ploughing is to open up the land to a higher depth and bring about the
desirable physical changes to the soil. Ploughing forms bigger clods which will later be
further pulverized by the consecutive operations such as harrowing.
Time gap is about 3 – 5 days after sub-soiling
Optimum soil moisture content (about 25%) is desired. The soil should crumble
when squeezed between hands and it should not be sticky.
The disc angles should be checked in the field and adjusted to attain optimum
pulverization.
Ploughing operation should be controlled not leave gaps between each pass.
Working speed should be at about 7 km/h.
Depth of operation should be at least 35 cm.
Omo Kuraz sugar estate uses 3.71 m disc plough harrow for ploughing operation.
When using this implement, a work rate of at least 2 ha/h should be achieved. The
tractor required to operate these implements should have a power of about 260 hp.
Remarks: The plough depth should be varied every time this operation is executed to
avoid plough pan which could cause serious soil compaction related problems.
Harrowing
Harrowing is done to break and mix soil clods, crop residues, and smooth out
irregularities for subsequent activities. It also roughly levels the soil and kills weeds
that sprout after primary tillage.
Offset or tandem harrows pulled by heavy duty wheeled tractors are used.
Disc angle to be used depends on the type of harrow as shown in Table 1 below.
The operation should be carried out with a working speed of at least 10 km/h.
Omo Kuraz sugar estate uses a 5.32 m wide disc harrow for harrowing operation.
When using this implement, a work rate of at least 4 ha/h should be achieved. The
tractor power required to operate the implement is about 290 hp.
Planning
This operation is carried out to smooth or level minor irregularities and create smooth
the field surface for furrowing operation and create favorable condition for irrigation.
The ploughed land is first planned across the furrow and then in the furrow
direction.
The operation should be done within 3 days after harrowing.
The operation should be carried out with a working speed of about 10 km/h.
Omo Kuraz sugar estate uses a 4 m wide planner.
If the planning is done both across the furrow and along the furrow direction, a
work rate of at least 1.55 ha/h should be attained.
Furrowing
Furrowing is the last operation before cane is planted. It is the opening of parallel
ditches in which seed canes are planted. Cane setts should be planted at sufficient depth
for proper cane stand and irrigation purpose.
Furrowing should be done within a maximum of 3 days after planning is done.
The field should be surveyed to decide on the best furrow direction.
The working speed should be at least 8 km/hr.
Furrow depth should be about 25 to 30 cm.
Direction of travel depends on the field surveying result.
The spacing between adjacent furrows should be 1.45 m.
Markers should be used to avoid erroneous spacing especially during turns.
Omo Kuraz sugar estate uses 4 bottom furrowers.
When using the 4 bottom furrower, a work rate of at least 2.7 ha/h should be
achieved and a tractor of about 160 hp should be used.
Note: Over all time required to prepare a CAC field for replanting is about 29-36 days
from the start of uprooting.
16 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
Pre-plant Irrigation
it should be done 2-3 days ahead of planting in order to
helps to settle down the silt
17 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
Planting
During transport from acclimatization to planting field:
o Plantlets should be with coco pit
o The plantlets should be transported with air conditioned vehicle in
carton with bottom lined with newspaper for moisture conservation
Standard plantlets for field planting should have;
o At least three leaf per plant/shoot
o Length of seedling (to dewlap) at least 10cm
o Well formed (firm) stem (not spongy)
o Root with coco pit and well developed
o No disease and pest
Avoid mechanical damage and delayed planting
It is suggested to plant in fields with reliable source of irrigation water
The optimum time for planting is early in the morning and late in the afternoon
For maximum seed production 30-40 cm spacing between plantlets are
recommended
Remove the plastic bag and plant the plantlets with intact soil ball for
polyethylene bag grown plantlets.
Avoid root bending and firm handling of the stem and press the soil around the
root zone firmly.
Plant the seedlings at the center of the furrow
Press the soil around the plant after planting to avoid air pocket and dry off
roots
Immediate irrigation just after planting is needed.
The subsequent irrigation requirement is based on visual observation of the
plantlets water requirement (needs frequent and light irrigation until it
established well)
3.3 Procedures of seed cane preparation for planting commercial cane fields
The procedure for conventional and tissue culture based seed cane preparation are
similar which will be discussed as follows:
Sett treatment
The prepared cane setts are chemically treated before being stacked into bags to
get transported to the fields for planting (for details refer disease management
section 8.1).
The seed setts prepared should be sent to planting site within 8 hrs to ensure
supply of fresh planting material (Table 2).
Table 2. Seed rate and soil types for sugarcane varieties grown
The seedcane setts are transported by trucks or tractor trailers in bulk. Loading
and unloading cane setts to and from the trucks / tractor trailers should be done
carefully to reduce bud damage.
Planting materials for raising initial seedcane should only be sourced from
seedcane fields.
The setts have to be chopped with the sheaths of the cane stalks so that the buds
will not be injured during hot water treatment.
All the activities stated for commercial seedcane preparation also apply for initial
seedcane preparation except that fungicide treatment that will be done soon after
hot water treatment.
The setts should be subjected to hot water treatment (for details refer disease
management section 8.1).
Seedcane nursery should:
planted double and end to end on every other row; then the intermediate row
can be planted single and over lapping.
In seedcane and commercial fields, setts must be placed at the furrow bottom
with end-to-end sett arrangement, but it could be planted at 10cm sett spacing,
based on quality of seed cane material of the variety to be planted and field
condition. NB: planting at 10cm intra row spacing was recommended for
variety B52 298 and NCo 334, and it is best on well drained and light textured
soil.
Note: Before engaging laborers on actual planting activity it is useful to give proper
orientation to attain desired quality planting and complete the activity on time.
This is the most important operation for successful ratooning in sugarcane. Gaps in
ratoon rise due to poor sprouting, mechanical damage to stubbles roots and from pests
and diseases. Experience gained in several countries has shown that nearly 25-30% of
the area needs to be gap filled. Recruiting gaps in ratoons depends on the length of the
crop cycle, availability of labor and irrigation, and level of gaps. If the cane cycle
consists of six or more ratoons, it may be cost-effective to recruit gaps in young
ratoons. This will depend on the cost of labor and availability or recruiting material.
In addition, sprouts should be uprooted with their roots adhering to the soil. To remove
the sprouts, use mattocks or hand tools as needed.
Forty-five days after planting, all the planted setts are expected to sprout. If not,
filling gaps should be done judiciously.
A significant decrease in cane yield may result if the number of gaps is between
12% and 16%.
For filling gaps, shoots from neighboring stools or setts may be used depending on
the availability of material and environmental factors.
Done when the gap between two canes is more than 50cm apart.
Too late replanting must be avoided because this will result in uneven stand of the
crop, which may create problems during the subsequent mechanical tillage i.e.
moulding and mechanical tillage.
The holes in which the sprouts are to be planted should be prepared in advance in
order to aerate the soil.
Always replanting should be done ahead of an irrigation turn but not more than one
day in advance.
Done from seed cane or densely grown sprouts or from sprouts obtained from
double planted cane rows.
Part of the leaves of the replanted sprout should be cut with a disinfected knife so
as to avoid high evaporation and possible spread of diseases.
Sprouts should be removed together with the roots and the adhering soil. For
removal, use of mattock or hand tools is needed.
Holes should be made deep enough to facilitate that enough water can always
reach to replanted materials.
Depth of planting has to be somewhat deeper than the original cane setts so as to
avoid unnecessary exposure of the root to the sun and open air.
Soil should be pressed firmly after planting and irrigation should follow filling
gaps immediately.
Transplanted setts should be given extra attention after wards such as timely
irrigation etc, over irrigation is not allowed.
In exceptional cases, for instance in field parts with water logged sub soil, it is to
consider water application by means of watering can.
If need be filling gaps should be done once more to obtain a fully occupied cane
rows in plant fields.
Filling gaps should be completed before fertilizing
Depth of planting has to be somewhat deeper than the original cane setts so as to
avoid unnecessary exposure of the root to the sun and open air.
Soil should be pressed firmly after planting and irrigation should follow filling
gaps immediately.
Transplanted sprouts should be given extra attention after wards such as timely
irrigation and so on.
If needed filling gaps could be done again to obtain a fully occupied cane rows.
Filling gaps should be completed before fertilizer application.
based on the percentage of area occupied by the major varieties, and within each main
variety a subdivision is made according the % of area occupied by the various cutting.
Stalk counting is done in the uneven number rows of the growth measurement, and
indicated by the same registration number as that of Growth Measurement. Stalks of 10
rows will be counted at 4-month interval; the average number of stalks per row and
hectare will be calculated and converted to a hectare basis. The counting must be
executed in the week before growth measurement. Counting will be started at Finchaa
for plant cane at an age of 6 months and for ratoon at an age of 5 months.
Cane pushing is executed to keep fields accessible for work inspection and
supervision, regular control of irrigation, and fire protection (fire break),
Done along side of feeder ditch, harvest road, drainage, sub lateral & hectare
path,
For the cane that will be harvested in one rainy season (14-16 months) pushing
is not a must unless cane tends to lodge,
Pushing cane should be done immediately after irrigation or after heavy rainfall
to minimize loss of cane by breakage,
Pushing seed cane and test fields without consulting the concerned body is
strictly forbidden,
Kuraz sugarcane sugarcane plantations irrigation system diverts water from Omo River
by means of Weir then irrigation water is carried from the Dam by means of supply
canal to the main canal. Conveyance, water distribution system and hydraulic structures
those carry water from diversion point to crop field need proper regulation, inspection
and maintenance.
The operation procedures are indicated below:
Determine the discharge from readings of water meter
Operation at the main canals intake should be controlled.
Flow of water, harmful quantum of sediment and floating debris in the reservoir
have to be removed at the head works and appurtenant works, before the diverted
flow enters the main canal system.
The water supply through the canal should be managed by operation of outlet Gate.
Weekly irrigation water request of each month should be prepared and submitted
Main canals, primary canals, and secondary canal conveys the required amount of
water to the water distribution system. The following points should be noted while
carrying out the inspection:
Water flow level in the canal should be controlled by number of downstream irrigable
land size.
Accordingly, water control structures (gates) along the conveyance systems should be
adjusted to supply required amount of water.
Whenever canal is closed for periodical inspection and repairs, the lining, its-
auxiliaries and special design features should be carefully inspected.
Whether any cavities or pockets have been formed behind the lining. At places where
considered necessary these may be checked by sounding the lining tiles inspection of
wet patches on outside slopes on regular basis should be done.
Development of any cracks or displacement or damage to lining;
Silt deposits and weed growth
Bench marks, Boundary pillars, full supply water levels gauge at suitable intervals be
pointed or fixed to know about hydraulic efficiency of the canal.
Carefully examined every year canal head regulator
29 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
Visual inspection of upstream floor should also be carried out once in three to five
years by isolating the area. All necessary repairs shall be carried out in time.
Discharge observations on main canal and branches shall be carried out at least once a
month during non-rainy seasons.
During rainy seasons discharges should be observed more frequently for major canals.
Percentage to normal discharge should be revised from time to time for purposes of
regulation and distribution of water.
In case of high seepage losses in the main canal suitable remedial measures should be
taken to reduce it.
Current meters should be used for observation of discharges. Where such facility is
not available or where depth of water in the channel is insufficient, floats may be used.
Discharge measuring sites should be fixed at suitable points and may preferably be in
the form of flumes, falls or straight runs of lined section. All discharge observations
should conform to relevant Standards.
Gauges at the head and tail of all the channels and at important points in between on
long channels should be observed and recorded daily.
Weekly irrigation water request of each month should prepared and submitted
Tertiary canals, Flexi Gated Pipe (FGP), feeder ditch, and /or Siphons are in use to supply
water to sugarcane field through furrow irrigation method. Operations and management
should be according to their respective operation and maintenance manual.
All lift gates should be operated at suitable intervals to free the mechanism and wash
out extraneous material.
In low supplies when openings are not desirable, raising of gates by 150 mm for a
few minutes should suffice.
If the gates have not been moved for a sufficiently long time, they should not be
forcibly raised all at once but should be lifted by about 30 mm or so and left at that
position for about 10 to 15 minutes till the silt deposited against the gates gets
softened and water begins to ooze out. This is essential to avoid heavy strain on the
30 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
mechanical items.
The speed of operation of the gates should be limited to the maximum speed indicated
by the manufacturer.
The operation shall be so done that the safety of the structure is not jeopardized at any
time and the permissible difference in static head on either side of the divide walls is
not exceeded beyond the safe limit, which shall be clearly specified.
Weekly irrigation water request of each month should prepared and submitted
Depending on drill test result, fields to be irrigated is decided and daily water
request is made per tertiary unit.
The number of turn outs/hydro-flume/ to be supplied with required discharge at
time shall not exceed the design delivery capacity of the sub lateral: capacity,
duration, and frequency of water supply.
While making request for water to be supplied in a given irrigation command
area, the number of sub laterals and the corresponding number of turn outs in each
sub laterals canal shall be indicated in daily basis.
Based on the request water is diverted and distributed to the field properly.
Diversion to be made at intake will be estimated in daily basis from design overall
efficiency of the remaining canals by considering the number of tertiary, flow
rate, and period of irrigation indicated in the request for each and every sub lateral
and allowance for other uses of the irrigation water.
+ Allowance ------------ 1
Feeder ditches are designed to carry irrigation water with a continuous discharge of
100lit/sec and to irrigate around 76ha of sugarcane fields. To minimize and control
collapsing of feeder ditches and to keep banks of feeder ditches from serious
deterioration, the following design, construction and management precaution must be
taken.
Construct feeder ditches with recommended shape and dimensions.
Dimensions of several feeder ditches can vary depending on the slopes of fields.
However, in most fields, feeder ditches are designed with longitudinal slope of
0.04%.
The shape of feeder ditch is rectangular with 60cm width and 65cm depth.
To construct banks of feeder ditch, do not use poor materials.
After constructing, compact soils of the banks firmly.
Don’t allow overtopping of water over the ditches.
Keep the ditches free of vegetations, stones and other materials.
While cleaning the beds, care must be taken that the original shape of the cross-
section is kept. For this, a wooden frame, or template, with the exact dimensions of
the designed cross-section of the canal being cleaned, can be of great help.
Eroded sections should be rebuilt to the original shape.
In order to minimize water losses and leakages, avoid illegal offtakes from feeder
ditches.
Without controlling as well as measuring water, an irrigation scheme cannot be
efficient and profitable. Therefore:
In order to know how much water is diverted for fields, measuring devices should
be installed on the feeder ditches.
As soon as possible, all water controlling structures of the irrigation must be
repaired for their proper functioning.
Providing proper training and assigning of skilled man power is important.
32 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
In order to maintain the irrigation system as efficient as possible and to take immediate
measures, feeder ditches should be checked at intervals and minor repairs should be
carried out before major work is required. Otherwise, lack of proper maintenance
results in low system performance and production fails.
Things to inspect are:
Any areas of seepage through the banks of feeder ditches.
Any low points in the banks, which could be overtopped and over flown.
Existence of erosion of canal banks by heavy rainfall.
Missing, broken, damaged nonfunctional gates. Whether there is any vegetation
growth and floating weeds on the bed and side banks.
Before opening water one bisonyl sheet (other check structures can be used) is laid
in the tertiary around a few meters downstream of the feeder ditch gate. Two other
bisonyl sheets will be laid in the feeder ditch at a distance of 10 or 20 furrows (if
both sides are irrigated 10 furrows and if single side is irrigated 20 furrows) to pond
the water to the required depth.
The depth of the water in the feeder ditch (around 26cm) should be calibrated for
the required discharge and should be marked with some color on the inlet box
installed at the entrance of feeder ditch.
The water level in the feeder ditch should always be above the level of the siphon
inlets and outlets.
The siphons will be laid on the banks of the feeder ditch and in front of each
furrow.
As soon as the water has reached the first compartment and attained sufficient head
in the feeder ditch, the siphons are primed and the water is discharged into the
furrows.
Siphon is primed by putting its one end in the water and then filled with water
(through suction by hand) to take out air. It is then laid over the canal bank while a
hand placed over the end of the pipe to prevent air re-entering the pipe. After
putting the siphon end at the entrance of a furrow, the hand will be removed to let
the water flow.
For a given pipe size, the greater the flow, the greater the velocity will be so that the
greater the energy loss by friction. This energy loss cannot be recovered. As energy in a
gravity system is fixed by the elevation difference present, lost energy due to friction is
usually an important design factor. Therefore, pipe size is selected to ‘match’ pipe
friction loss to the available head to achieve the desired water flow rate.
Management and operation of FGP for irrigating a field
For efficient management of gated pipe, the whole system should be installed with
desired recommendation. A three men irrigators’ team is handling the 200lit/sec water
for 40 furrows at a time. Once the pipe is properly installed on the field, the irrigators
are expected to open and close inlet boxes and outlet openings of the pipe.
By opening the gate of the inlet box, water from tertiary canal will be allowed to fill
the pipe.
Try to maintain the 35cm head at the inlet.
Whenever water level in the tertiary canal fluctuates, it can be corrected by
adjusting gates of inlet box.
When irrigating both sides simultaneously, fully open 40 outlets, 20 from each side
of the pipe.
On average, discharge from each outlet should be 5lit/sec.
Check whether discharges or head difference of the first and last outlets is within
the acceptable range or not.
34 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
Discharge variation should be below 10%. If the variation is large, try to adjust the
gate openings accordingly.
By fitting a rigid and transparent tube having equal diameter on the pipe outlets,
vertical height of the water raise in the tube can be measured.
Discharge from outlet can be measured by filling known volume of container for a
specific time.
When one side of a field is irrigated the number of outlets to be opened should be
decided after evaluating head or discharge variation of the first and last outlets.
To avoid erosion of furrow inlets, compact firmly or use stable materials.
To reduce discharge variability among outlets by compensating frictional losses, the
required field slopes for the pipe varies from pipe to pipe. For GTP pipe at
Tendaho, bed slope should be below 0.08%.
With the same procedure being done for siphon, in order to the desired amount of
water for the crop one furrow will be irrigated for a specific period of time.
Irrigation water application practices
(a) Irrigation before planting (1st irrigation)
Pre-plant irrigation is applied to the newly prepared seedbeds before planting with
regardless of irrigation method used with purposes of:
The cane planting furrows should be spaced at 1.45m interval and with longitudinal
slope of 0.05% and 0.06% in 100m furrows and 200m furrows, respectively. The
furrow cross sectional area should be trapezoidal in shape with dimensions: 90, 15, 25-
30 cm top width, bottom width, and depth respectively.
Pre-plant irrigation is applied to check smooth flow of water to the end. If the water
flow is not smooth manual furrow correction will be carried out.
Once the pre-plant irrigation is applied and furrow correction is made if necessary, the
actual cane planting should wait 3days for coarse textured (light) soils and 6 days for
fine and medium textured soil.
The pre-plant irrigation should be should be confined in top 30cm soil Possibly at high
but non- erosive discharge at furrows for faster advances can be used. The inflow to
each furrow should be be cut off immediately when the advancing water front strikes
the end of the furrow in case of smooth flow. If the flow is obstructed due to slope
irregularity, furrow correction is practiced.
(b Early irrigation
After planting, optimum soil temperature and aeration is crucial. Thus, irrigation is
done mainly to regulate soil temperature without causing water logging. Whereas after
startup of germination, irrigation is mainly aimed at satisfying the consumptive use of
the crop but at this stage the crop is sensitive to soil suffocation (water logging).
Early irrigation includes all irrigation after planting till completion of germination. The
amount of application should be be should beow. Irrigation intervals should be be made
optimum to avoid high soil temperature which could be caused by longer irrigation
intervals; and suffocation which could be caused by very short intervals.
(c) Normal irrigation practices
It includes all irrigation except pre-planting irrigation, early irrigation, irrigation in
problematic fields, and irrigation after harvesting, molding and fertilization. It is
practiced aiming at satisfying consumptive demand and acceptable losses. To achieve
desired irrigation interval and application depth at field level, canals must be able to
carry the amount of water as per the design capacity and the flows must be measured
36 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
and maintained. Main canals, branches, laterals, reservoir outlets and sub laterals must
be managed very well for proper shape, dimension and gradient; and these structures
should be equipped with appropriate flow measuring devices.
Depths of application
The hydroflume/flexiflume should be operated at designed hydraulic head at
inlet and with flow rate of 200 lit/sec, 40 furrows are irrigated at a time.
Irrigation interval varying with cane growth stages, soil types and irrigation
months should be followed as given in Table 1 given below.
Table 3. Irrigation interval for respective months, soils and cane growth stages
Irrigation interval (Days)
Growth Ja Fe Mar Ap May June Jul Au Se Oc No De Ave.
stages n b r y g p t v c
(Month)
Clay
0-1 12 11 12 12 13 13 13 13 12 12 13 13 12
1-4 12 12 15 22 16 15 16 15 14 15 15 14 15
4-10 14 13 16 22 18 17 17 17 15 16 16 15 16
>10 24 23 30 - - - - - 27 30 - 27 27
Silty clay
0-1 11 10 11 11 12 12 12 12 11 11 11 12 11
1-4 11 11 14 20 15 14 14 14 13 13 14 13 14
4-10 13 12 15 20 16 15 16 15 14 15 15 14 15
>10 22 21 28 - - 28 29 29 25 27 28 25 26
Sandy loam
0-1 8 8 9 9 9 9 9 9 9 9 9 9 9
1-4 9 8 11 15 12 11 11 11 10 10 11 10 11
4-10 10 9 11 15 13 12 12 12 11 11 12 11 12
>10 17 16 22 - 25 22 22 22 19 21 22 19 21
Sandy clay
0-1 6 6 7 7 7 7 7 7 6 7 7 7 7
1-4 7 6 8 11 9 8 8 8 7 8 8 7 8
4-10 7 7 9 12 9 9 9 9 8 9 9 8 9
>10 13 12 16 29 19 17 17 17 15 16 16 14 17
NB. Sign (-) in table indicate no irrigation or a maximum of single irrigation in the
month is enough.
back to 5, 15 and 30% of the length of the furrow for clay, silty clay and
sandy loam, and sandy clay, respectively if the furrow slopes are less
than 0.1%.
Sampling places should be be selected carefully to represent the field. The selected
sampling sites should be in comparable state as compared to the majority of the field.
They should not be exceptionally water logged, compacted, depressed spots, and at the
field boundaries.
Soil moisture sample at each place includes three spots along the length of the furrow
(at 30, 60, and 90m length from gated pipe line) and at each spots one sample is taken
from two soil layers (0-30cm and 30-60cm).
Once the places and spots are selected carefully, they can be used for subsequent
drilling test to be conducted. This facilitates data consistency and easier supervision.
This culture is also important in case moisture measuring instruments are to be
deployed in the estate.
In determining the drilling date take the last irrigation date of each field as the base and
consider the theoretical interval as a guideline. Drilling should be carried out 3-4 days
before the probable date of irrigation.
Flow measurement
The canals and reservoirs should be well kept to convey and carry at their respective
design capacities. The overall losses of irrigation water should be minimized and flow
measurement should be conducted to ensure desired flow in irrigation units, i.e., the
design hydraulic head and 200 lit/sec at the hydro flume/flexi flume inlet.
remaining field without being too small or excess. Thus, the water that comes after
closing will be allowed to enter the furrows
After irrigation is carried out, FGP ends have to be opened and excess water has to
be drained and silt that may be deposited should be splash out to drains.
In order to examine water infiltration depths, two to three days after irrigation,
penetration test should be carried out using a 1.5cm diameter iron bar with a length of
150cm. The length of the bar enters into the soil is measured and considered as the
penetration depth of the irrigation water.
Two spots per hectare will be investigated, one spot 10m from the feeder ditch and the
other spot 10m from harvest road.
Penetration in a field is determined by the averages of penetration at the feeder
ditch side and the same at the harvested road.
For sugar cane at stage of closed canopy, penetration must be at least to 40cm
depth.
If 40cm depth is not attained, the location to be marked as “hard to penetrate”
representing insufficiently irrigated spot. In such cases, additional number of
irrigation may be needed before the next irrigation
The first date of starting irrigation in the field will be marked as a point with interval of
irrigation written in front and the end date of irrigation is also marked as a point with
duration of irrigation written, the two points are connected by a red line over which
calculated irrigation speed will be written. The irrigation speed is a number of hectares
irrigated per unit time.
To convert an irrigation speed to 9 hour basis we can use the following equation
Each tertiary canal has a delivery capacity of 200 lit/sec. This enables irrigating the
tertiary unit of 64 ha every 15 days for an irrigation depth of 113 mm if irrigation is
done 9 hours per day. If daily irrigation duration is 9 hours, an irrigation speed of 5.1 ha
per day per tertiary unit can be achieved. Irrigation speed can be used as a tool of
management in finding out our quality of conveyance, performance of irrigation crew,
and in verifying the proper quantity has been applied in a given area.
Irrigation should be stopped or suspended for two main conditions, for drying off and
during main rainy seasons or even when adequate rain fall is believed to have fallen in
irrigation seasons itself.
Irrigation can be stopped when RF exceeds 20-25mm for over 3 days. However this
depends on the age and height of the cane. For younger plant canes (1-3 month old)
irrigation can be stopped even with a lesser rainfall of 15mm.
d) Resuming irrigation
On harvested fields irrigation should be resumed immediately after the cane is removed
from the field. On existing cane fields, it should be be resumed as soon as the canals
overhaul is completed.
Land scape design is one of the important aspect of any design that lead to
successfulness the project.
Do not leave water in furrow for more than 2 days as it would result in lack of
aeration in the soil. So in such cases it is desired to open the furrows and drain
out the water.
For young plants of 3 to 4 weeks old, the water should not stay longer than 1
day
See that the cross drainage and appurtenant works are in good operating conditions
and to make them operable if they are not so.
Determine after the floods the repairs or remodeling measures required;
See if any leakage from the canal is taking place at vulnerable locations;
Investigate for presence of any unusual phenomenon in respect of boils, piping,
sweating of bank or saturation of substratum etc or cracks in the structure;
Check any changes in the design features in the field, and to restore it to the
original design and to redesign the hydraulic structures after the floods, if so
warranted;
Study the behavior of pressure relief valves, weep-holes, and filters, if any,
installed in the floors/retaining walls of cross drainage works;
Study the water levels recorded and the quantum of flood discharge passed through
the cross drainage work for evaluating its performance.
In case of excessive rise of levels, investigations have to be carried out and
remedial action
Improve the conditions, if necessary, also during canal closure.
Study the longitudinal section of drainage to see whether aggradations and
degradation are taking place, endangering the safety of the structure.
Investigate if any meandering of the drainage channel in the vicinity of the
structure or change of flow pattern has occurred during the previous monsoon
period;
Inspection of irrigation and drainage works for maintenance can be carried out by
engineers, operation and maintenance (O and M) staff or field staff.
Forms of maintenance inspection:
1. Inspections as part of the day-to-day work;
2. Annual or seasonal inspections.
Make minor repairs to earth embankments – small gullies from rainfall runoff,
animal damage, machinery damage, cracks and small seepage holes;
Clear silt in canals and drains near structures, especially near gates, measuring
structures and siphons;
Clear floating rubbish from canals and structures, rubbish screens and gate
wells;
Remove and cutting back of vegetation from within canals and drains, from
embankments (trees and bushes) and from around structures;
Gates should be properly grease and oiled
Closing river intake gates before high flood levels in the river, both
to avoid excessive discharges in the canal and intake of water with
high sediment loads
The soil or silt should be brought on the bank or road and is moved
further with the regular blade in a following pass
The side slopes of the embankment of canals and drains have to be kept
smooth to prevent erosion and to allow mechanized weed control
7 Cultivation Practices
Ridge flatting and moulding are done in plant cane fields whereas ratoon reshaping is
done in ratoons. Moulding or earthing up is performed mechanically when the height of
the cane shoots reaches 60 – 70 cm. This helps to avoid breakage of taller shoots or
burying of short shoots by the implements used for this operation. During this operation
the soil should be dry enough and easily workable.
The objective of this operation is to provide stable tractor movement space for
moulding operation and to reduce the ridge height so that moulding would result the
required furrow depth. When ridge flattening is performed, the furrow in which the
cane row is present is partially filled-up with the soil displaced from both sides of the
cane rows. During this operation the soil should be dry enough and easily workable.
During final earthing-up operation the soil from the ridge in between is fully removed
and placed on either side of the cane rows filling up the old furrow.
Ridge flattening is done 2-3 days before moulding so as to give sunlight and air
to the top layer of the ridges to dry fast.
To get the required work quality and avoid compaction, the operation must be
done at optimum soil moisture.
Ridge flattening is done using a 2-row flattener and a tractor of about 130 hp.
Care should be taken not to damage the cane plants.
Working speed should be about 8 km/h.
Work rate should be about 1.97 ha/h.
Moulding (earthing up) is an activity carried out to change the ridge to furrow and
making new furrows for irrigation.
The operation is done when the cane reaches 60 - 70 cm height in order to avoid
cane damage.
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Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
The tractor and implement combination used for the operation are 4WD tractor
with about 130 hp and a 2 bottom moulder (ridger).
Care should be taken not to damage the cane plants.
Working speed should be about 8 km/h.
Work rate should be about 1.97 ha/h.
After moulding, a good standard of furrow depth, width and slope should be
maintained similar to the quality attained during initial furrowing operation.
Damaged sprouts should not be left withering, but must be cut off soonest so as
to boost up growth.
In moist area along laterals, sub-laterals, supplies, artificial lakes, and low spots
or replanted places generally characterized by less sprouting and shorter shoots,
operators should be warned in advance to lift the moulding equipment to a
certain extent to prevent the covering of shorter cane by soil/clods.
Since it is hardly possible to prevent covering of the cane, arrangements have to
be made with plantation section so that plantation laborer check the cane fields
immediately after moulding to remove excess soil or clods dumped on the cane.
Besides, clods should not be returned in the furrow, but placed against the ridge
profile.
After moulding, the field should be inspected closely and if the required furrow
and ridge profile may not be achieved the following measures should be taken,
o If the area is too small, correction forking should be done manually by
plantation laborers.
o If the area is too large enough, second moulding should be requested in
time so as to escape the rainy season.
o For one or another reason some areas may not be moulded. Such areas
should also be moulded manually by plantation laborers.
Low spots in the field which have retarded cane growth should be hilled up
manually later on.
In ratoon fields, fertilizer application is usually carried out in combination with ratoon
reshaping (furrow reshaping) in one pass. The two operations are combined to
incorporate fertilizer into the sides of cane rows while reshaping the furrows and
covering the fertilizer with soil. Thus, the fertilizer is protected from volatilization and
losses by surface runoff water. This operation also facilitates irrigation water movement
in the furrows.
Fertilizer is mechanically applied to ratoon cane after first irrigation when the soil
is appropriate for the operation.
Fertilizer should be applied uniformly along cane furrows and properly covered
with soil in order to prevent volatilization effect.
Reshaping of the furrow should provide the original depth and shape made during
furrowing operation.
A tractor having a power of about 130 hp is usually used for the operation.
Even though the RR+F operation is executed under the supervision of LPCD, it is
worthwhile that the section supervisors check whether the work is performed as per
the standard.
Care should be taken not to damage the cane stools.
Working speed should be about 8 km/h.
Work rate should be about 1.6 ha/h.
For detail information refer to Section
At Kuraz Sugar Development Project two types of fertilizers (Urea and NPS) are
recommended to be used for sugarcane production.
Urea particles are generally soft and abrasion can break the granules. Load and
unload gently to avoid breakage of granules during transport.
Do not open urea fertilizer bags before use since urea is volatile and also absorbs
moisture.
Avoid foreign matters that contaminate the fertilizer.
Sweep up and dispose all contaminated materials from storage site. Always keep
the storage site clean.
Keep urea fertilizer separately from other materials stored in the same warehouse;
especially from combustible organic materials and ammonium nitrate.
Cover the bags with canvas during transport and in the field before application.
Follow rule of first in first out procedure.
Request the required amount of fertilizer as per the recommended rate using
equation 1.
…. Equation 1
Request mechanical fertilizer applicator for ratoon fertilization.
Communicate the arrival time of fertilizer with Land Preparation and Cultivation
Department (LPCD) to arrange laborers for unloading.
Transport the requested amount of fertilizer to the field.
While unloading, count delivered fertilizer bags and report to section manager or
unit head for verification.
Cover the fertilizer bags with bisonyl sheet after unloading.
Remove obstacles (dykes in the furrows) and open furrow ends before starting
mechanical fertilizer application.
If there are fertilizer clods, break down the clods gently as much as possible without
breaking the fertilizer granules to avoid clogging.
Assign sufficient number of laborers to fill the fertilizer in to the hoppers and follow
the tractor in the fields to check uniform application of fertilizer.
Remarks: Check the operation during fertilizer application, whether it is carried out to
the standard; and if there is a problem stop the operation and correct the problem.
Rate
NPS
Apply at rate of 180 kg ha-1 regardless of soil types.
Urea
Apply at rate 135kg ha-1 regardless of soil types.
Time of application
Apply NPS at planting.
Apply urea fertilizer 2.0-2.5 months after planting.
Method of application
NPS
Apply NPS manually immediately after planting cane setts and cover it with soil.
Urea
Apply urea fertilizer for plant cane manually.
Divide the furrow length in 10 m with a string.
Make 24 holes within every 10 m furrow length.
Assign a crew of 3 laborers for one furrow and give specific activity for each
laborer.
The first laborer should dig holes on the ridge side of a furrow (approximately 8-
10cm deep) at a distance of 41.6 cm (which is 24 holes per 10m furrow length); the
second laborer should hold fertilizer and apply 8.2gm per hole with a spoon; and the
third laborer should cover the holes with soil immediately after application by his
foot.
No of crews will depend on the size of the area to be treated with fertilizer.
This practice should be repeated until the target area is covered.
Give light irrigation immediately after fertilizer application.
Apply urea fertilizer at moist soil condition; not at dry or wet soil conditions (ie, if
soil is dry the field should be given light irrigation before fertilizer application).
Do not apply fertilizer when the soil is saturated or there is rainfall.
Apply urea fertilizer when air and soil temperature is too low to reduce loss due to
ammonia volatilization.
Rate
Apply 235 kg urea ha-1 and 180kg NPS ha-1 to all ratoon crops regardless of the soil
types.
Time of application
Apply both fertilizer types (urea and NPS, after mixing) to all ratoon crops
immediately after completing field cleaning and trash burning activities.
Method of application
Mix the two fertilizers, Urea and NPS, before applying to the target field.
Apply the mixed fertilizers mechanically.
Apply manually if there is no fertilizer applicator and/or the soil is wet due to
rainfall.
Give light irrigation immediately after fertilizer application.
Apply fertilizer when a soil is at moist condition but not wet.
Do not apply fertilizer when the soil is saturated or there is rainfall.
Mechanical fertilizer application
Mechanical fertilizer applicators are used to apply fertilizer on cane fields. The rate at
which the fertilizer is applied, the type of fertilizer and time of application are
determined by research.
54 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
Calibration Procedures:
Step 1. Measure the distance between the fertilizer tubes and determine the width of
the machine.
Step 2. Determine the length of the calibration course (it should not be less than 100
meters).
Step 4. Determine the amount of time required to cover the calibration course by using
tractor speed to be used during fertilizer application.
Step 5. Add fertilizer in the hopper. While the fertilizer applicator is stationary put
buckets under each fertilizer tube and operate the fertilizer applicator at the
operating setting to be used in the field for the amount of time required to
cover the calibration course. Collect the fertilizer coming out of all tubes for
the length of time that was required to cover calibration course.
Step 6. Measure the weight of fertilizer caught under each tube. Compare the fertilizer
obtained under each tube with each other. The amount of fertilizer from different
tubes should be within 5 percent of each other. If a value deviation of more than
5% is obtained, the deviating tube should be checked and cleaned (if clogged) or
replaced.
Step 7. The total obtained fertilizer is equivalent to application rate of area equal to
(width of applicator X calibration course). Convert the obtained figure to per
hectare basis and compare with the required rate of application.
Step 8. Adjust the speed, or adjust the metering system to achieve the desired fertilizer
amount is applied. Repeat the procedure until you are close to the desired
application rate.
The tractor used for the operation should have a power of about 130 hp.
Working speed should be about 8 km/h.
If a two bottom machine is used the work rate should be about 1.6 ha/h.
The quality of fertilizer application should be closely monitored by foremen and
supervisors.
During calibration using water, complete spraying 43.43 ml water per 1m or 434.3
ml per 10 m furrow length.
Wet chlorotic leaves sufficiently by the ferrous sulphate solution.
Apply second and third applications after the first spray in weekly interval until
chlorotic symptom disappear.
Spraying should be made after irrigation when the field becomes accessible.
Spraying should be made with wind direction.
Used knapsack sprayers should be cleaned every day.
Dissolve 30kg ferrous sulphate in 300liter water and add 450ml surfactant (Teepol)
into the solution to spray on one hectare.
Stir the solution well before filling to the container of the mechanical applicator.
Spray the solution 2 to 3 weeks after harvesting when chlorosis is evident.
Apply second and third applications after the first spray in weekly interval until
chlorotic symptom disappears.
Do spraying when the field is accessible after irrigation.
Spraying should be made with wind direction.
Clean mechanical sprayers every day after use.
During application, give priority to severely affected fields and spray chlorotic patches
manually.
In the Ethiopian sugar estates, 18 sugarcane diseases caused by bacteria, fungi and
environmental disorders have been recorded. Among the diseases recorded at Kuraz
sugarcane plantation, smut and ratoon stunting diseases are the main ones and
management is thus made for these two diseases. However, specific management
practice is done only for smut and ratoon stunting in the commercial fields. Moreover,
fields planted with tissue cultured plantlets, diseases like damping off and smut were
also observed. Smut management practices for tissue cultured plantlets should be
applied similar to the cultural practices (Rouging practice) mentioned for the nursery
field and special attention should be given for damping off disease as indicated below
(section 8.1.3.)
Sugarcane smut accounted for 19 to 43% cane yield loss in Ethiopia. Besides, due to
the disease some sugarcane varieties in the sugarcane plantations of Ethiopia (NCo 310,
Co 419, M 38/165 and NCo 376) were put out of production.
Symptom
Production of a black whip-like structure from the central core of the meristematic
tissue.
Smut infection may cause some degree of "grassiness" and at its worst; this
symptom takes the form of extreme dwarfing and death of part or the whole stool.
About 7 to 10 days before whip emergence, the leaves become stiff and erect, and
the upper internodes lengthen.
inaccessible stage. But once the cane reached inaccessible stage, smut
inspection should be continued at the border of the field until it is cut for
planting.
Commercial cane fields: due attention should be given to fields planted with
susceptible varieties. Thus, field inspection interval should be fortnightly for
susceptible varieties starting from 30 days after planting or harvesting. But,
fields planted with resistant varieties could be inspected at monthly interval
starting from two months after planting or harvesting. In both cases inspection
is continued until the cane reaches inaccessible stage.
Note: It should be done carefully to avoid scattering of spores. Thus, affected plants
should be removed before the whip emergence at incipient/pregnant stage.
2) Hot water treatment (HWT): The temperature and time combination level
indicated for ratoon stunting disease control is also used for smut control (for
detail, see the procedures indicated under RSD management). After HWT, setts
should be treated with fungicides before planting.
In the Ethiopian sugar estates, RSD causes yield loss of 11- 28% in cane tonnage and
13-29% in sugar yield. The disease is more pronounced where the crop is exposed to
stresses such as water logging, moisture deficit, poor cultural practices, etc.
Symptom
External symptoms: there are no external symptoms, except the stunting and the
general poor growth of the cane stool. But the general poor growth does not necessarily
mean that the plants are infected by RSD.
Internal symptom: the two types of internal symptoms are the presence of
A pink color near the apical meristem in very young shoots, and
Red dots and commas at the nodes of near-mature stalks.
Diagnosis of RSD based upon the external and internal symptoms alone is difficult.
Thus, the only dependable diagnosis is the positive identification of the causal
bacterium.
Control measures
a. Hot water treatment (HWT): HWT is applied for the initial seed cane nursery.
water
The disease affects tissue cultured plantlets both at lath house condition and after field
transplanting. Severity of the disease is proportional to the amount of soil moisture and
is greatest near the saturation point or wet soils.
Disease symptom
Wilting of settlings and decaying/rotting on the underground part which further
extended up to the root-stalk junction and a little bit above.
Control measures
Avoid excess irrigation water that aggravate the disease severity and
practicing light but frequent application of irrigation water
Use the standard media (proper mixture of sand; clay/forest soils) for
growing healthy and vigorous plantlets ( it can be at 50: 50 or 60: 40 ratio
depending on visual observation of the materials quality).
a. Manual method
Hand weeding: it is practiced using hand or hand hoe and particularly practiced in the
row of cane, but also over the whole soil surface. Hand hoeing and pulling is effective
and economical for "rouging" the few individual weeds that escape other control
measures or that infest a field for the first time.
b. Chemical method
Herbicides can be applied using knapsack sprayers and tractor- mounted sprayer.
Chemical control, irrespective of the weed species present, is not only efficient than
hand weeding but also promotes crop yields to a greater extent because weed growth
can be prevented, not merely destroyed after its development.
Pre-emergence: it usually refers to application that is made after the crop is planted but
before it emerges. These pre-emergence applications are usually applied to the soil
surface and require rainfall or irrigation to move the herbicide into the soil.
It should be applied within 25 to 35 days after planting for plant cane and within
40 to 55 days after harvesting for ratoon crop.
It should be applied within 35 to 55 days after pre-emergence application for
fields that receive pre-emergence application.
The list of herbicides (in table 10) with their specified rates should be used with
the addition of adjuvant (see table 12) for this application.
In Ethiopian sugar estates, there are 20 insect pests are recorded and only few are
important. Of the insect pests recorded at Kuraz Sugar Project, termite, borers and
army worm are the only economically important ones as a result specific control option
should be made to alleviate the problem. Moreover, sporadic insects like army worm
and locust are also becoming an important pest and control practices should be taken
timely, in case of outbreak condition. For tissue cultured plantlets, insect management
should be applied similar to the commercial fields mentioned below.
Symptoms
Termites can attack sett, young shoots and stalks of sugarcane.
At the shoot stage, the termites attack the young shoots by feeding the base of
the plant just below the soil surface producing a wilting symptom.
On stand cane, termite attack can be identified by stalk damage through internal
galleries made with partial or fully covered the external part of the stalk with
soil/mud.
Seed sett damage identified as the pest entered through cut ends as well as nodal
regions of the setts and destroyed the soft internodal tissues to excavate tunnels
which were then filled with soil galleries within the thin covering of epidermis.
The macro-terms produce mound both in plant cane as well as ratoon fields.
Control measures
A) Cultural practice
Pre-planting tillage should be made to the standard in order destroy the tunnels
built by termites and restricts their foraging activities and associated damage to
the cane.
Removal of the queen and/or destruction of the nest are recommended for the
control of mound-forming termites. Mounds are physically destroyed using
machinery or manually and kill the colony including the queen. These activities
should be undertaken both in the cane fields and within 150 m surroundings of
the fields.
After every queen removal operation, it is necessary to apply insecticide with
sufficient water in order to achieve better result.
Crop residues and other debris removal should be made properly from fields in
order to reduce potential termite food supplies which leads to a reduction in
termite population and subsequent attack.
Avoid water stress condition through effective irrigation scheduling in order to
impede the pest movement and its consecutive attack.
B. Chemical control
The sugar estate should apply the following lists of insecticides for the control
of termite.
the mound) after excavating the mound and apply within the galleries with
sufficient water.
Application of insecticide (two fold of the above recommended insecticides
based on the topical area of the mound) in combination with queen removal
operation should be made in order achieve maximum control of mound forming
termite groups.
Plantcane
sugarcane borer complex has inflicted a loss of 24.86 % and 34.34 % in cane and sugar
yield, respectively.
Symptoms:
Shoot borers:
Attack of the first three instar stages of the larvae has producing a pinhole or
windowing symptom of young and succulent top leaf.
At early young stage of the crop (1 to 4 months old), larvae feed the shoots
at the base of the plant just above the soil surface producing a dead heart
symptom.
The larval entrance or point of attack on young shoot is typically circular
hole and while picking the central shoot of the attacked cane, it can be
simply pull out and it has a pungent smell.
Stalk borers:
symptom of damage by stalk borers are distinguished by the circular
entrance hole of the stalk and their tunneling within the stalk
Sometimes profuse side shooting of the young as well as old cane can be a
symptom of borer attack and it is the result of topical dominance removal
and it is observed below the point of attack.
At the early stage stalk borer infestation can be detected by symptoms of
pinhole on the leaves, tiny hole on the midribs and larvae frass on the stalk
and stalks of sugarcane.
Control measures
Cultural control:
a. Use of borer free planting materials:
It is mandatory to plant borer free planting material in order to reduce the
spread of the pest.
b. Field sanitation:
f. Chemical control:
It is advisable to apply insecticide (Ethiozinon 60 EC @ 2 liter per ha and
Helerate 5% EC @ 325 ml/ha) for shoot borer management.
For plant cane: The plantations should implement twice application of
Helerate 5 % EC @ 350 ml/ha and/or Ethiozinon 60 % EC @ 2 liter /ha at
11th and 14th weeks after planting.
For Ratoon Crop: Twice application of Helerate 5 % EC @ 350 ml/ha
and/or Ethiozinon 60 % EC @ 2 liter /ha at 8th and 11th weeks after harvest
for the control of sugarcane shoot borer complex.
made if and only if the infestation levels reach above 15% dead shoot. Moreover, based
on the onset of the pest attack time of application will be flexible.
Symptom:
Infestation of the cane is evident from the `windowing' or skeletonizing of younger
leaves caused by rasping of the epidermis by young larvae, or gross feeding by
older larvae.
The horizontal middle leaves of the plant, where photosynthetic activity is greatest,
are particularly affected, but the growing points, other leaves, and the stems of
younger plants are also affected.
Control measures:
a. Cultural control:
Field sanitation
Fields should be free of weeds
b. Chemical control:
Use of a wide range of insecticides such as Malathion 50 EC, Ethiozinon
60 EC and Dursban 48 EC at a rate of 1-2 lt ha-1 found to be effective in
controlling the pest.
For application use 300 to 400 liters of water per hectare and application
should be made manually using Knapsack sprayer.
Locusts are known as defoliators. They are generalized plant feeders and are migratory
pests with very occasional occurrence. In the sugarcane plantations of Ethiopia, African
migratory locust (locusta migratoria) and African desert locust (Schistocerca gregaria
74 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
(Forskal)) are the two identified species and recorded in recent years. Locusts are
members of the grasshopper family Acrididae, which includes most of the short-horned
grasshoppers. Locusts differ from grasshoppers because they have the ability to change
their behaviour and physiology, in particular their colour and shape (morphology) in
response to changes in density. Adult locusts can form swarms which may contain
thousands of millions of individuals and which behave as a unit. The non-flying
nymphal or hopper stage can form bands. A band is a cohesive mass of hoppers that
persists and moves as a unit. Under severe condition they can kill growing points of
cane. In solitary locusts cause no harm.
Symptom
Chew the leaves of sugarcane so that only the mid-rib is left.
Control Measures
Use of a wide range of insecticides
o Chlorpyrifos ETHIL 24% ULV or Chlorpyrifos ETHIL 48% EC at 2-3
liters per hectares
o Fentrathion 96% ULV or Fentrathion 50% EC at
o Ethiozinon 60 EC and Dursban 48 EC at a rate of 2-3 lt hectare
For application use 300 to 400 liters of water per hectare and application should be
made manually using Knapsack sprayer.
After application,
Some of the water should be sprayed out to clean the nozzle and hose.
Next, the water should be sprayed out completely and the sprayer can be used
for applying the same herbicide.
If the sprayer is to be used for applying another herbicide, it should be
scrupulously cleaned out, first by rinsing with water, then washing thoroughly
with a detergent, and then rinsing again with water until no trace of detergent is
left.
c. Spray calibration
Accurate calibration of spray equipment is essential if herbicides are to be used safely
and effectively.
Knapsack sprayer calibration procedures: It begins with calibrating the walking
speed of the operator.
To determine walking speed of the spray man:
Make starting point with a stake in a field planted with sugarcane
Carry the sprayer on the back and operate by pumping while directing lance and
nozzle at the target. Walk at normal and constant speed exactly for one minute,
while someone else reads the time on watch.
When one minute has elapsed, mark stopping point with another stake and measure
the distance between the first and second stake in meters.
Repeat this action three times to obtain average walking speed.
Then, determine the number of sprayers required per hectare (X): i.e., to spray a hectare
of land at a time:
Boom sprayers are used to make broadcast applications of pesticides and fertilizers to
large areas. Boom sprayers can be precisely calibrated to apply products uniformly at a
recommended rate. As with other sprayers, operating pressure, nozzle size and spacing,
and operating speed determine the volume of water applied.
Calibration Procedures
Step 1. Measure the distance in centimeters between the nozzles on the boom.
Step 2. Determine the length of the calibration course, using the distance determined in
Step 1.
Step 3. Measure out the length of the calibration course.
Step 4. Determine the amount of time required to drive or walk the length of the
calibration course.
Step 5. While the sprayer is stationary and at the operating pressure to be used for the
application, collect the water from one nozzle for the length of time that was
required to drive or walk the calibration course. The sprayer must be maintained
at the operating pressure to be used for the application.
Step 6. Measure the volume of water caught. The number of ounces equals the gallons
of water applied per hectare.
Step 7. Adjust the pressure, speed, or nozzle size to achieve the desired volume. Repeat
the procedure until you are close to the desired volume.
Step 8. Check the volume of several nozzles. The volumes from different nozzles
should be within 10 percent of each other.
The following formula is used to regulate the rate:
79 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
Procedures
First check sprayer 800 liters capacity boom sprayer for proper functioning.
Calculate run width (number of nozzles x distance between the nozzles in meters).
Select suitable gear and RPM setting for expected filed conditions and measure
distance covered in 1 minute. Repeat three or four replications.
Calculate average distance covered per minute i.e. Speed in meter per minute.
Determine the required volume (Liters) per hectare to be used.
Pressure and flow rate should be adjusted according to the following formula:
Where: P = Pressure
F = Flow rate
Where: Q=L / Ha
V= Km/hr
L= Swath, meter
10 Harvesting Practices
Sugarcane harvesting management is the key tasks for all sugarcane producers as high
loss can be accounted if maximum care is not taken at this stage. Sugarcane harvesting
involves the separation of the stalk from the soil and removing the top immature parts
before placing the canes in the best position to make easy the next operation.
Before the beginning of the campaign (during the mill off period) estimation of cane
yield should be done using regression model, meter-weight method, destructive
sampling technique or visual estimation method; or a combination of them. The first
two methods need at least seven years recorded data, whereas if there is no data like the
newly developed sugar projects destructive sampling technique should be used. Visual
estimation method should be done by experienced personnel (it is advisable to do with
a group of experienced plantation experts). Based on the estimated yield considering
crop cycle (where crop cycle is well established), crop type (plant cane or ratoon), soil
type and variety, harvesting scheme should be prepared.
sugar) estimation and each year, before the beginning of the campaign (during the mill
off period) and predicted yield. Yield estimation is used to plan the amount of sugar
produced at each factory.
Harvesting should be carried out from December to February and June to August
Harvesting age should be 14 – 16 months for plant cane fields while 12 – 14
months for ratoon cane fields.
Drying off should be done by withholding water prior to harvest for about 6-9
weeks after withholding irrigation. However, dry off period should be adjusted
based on weather condition (rainy periods), field condition (fields with high ground
water table and seepage) and variety. Extending the drying off period is necessary
if the field is not dry enough for harvesting; soil moisture testing should continue
until the desired drying level is attained (See Annex Table for detail)
Cane- after- cane fields should get priority.
Area and quantity of cane stalks to be dried should be based on the weekly set
crashing capacity of the factory.
The following cane drying parameters should be maintained to have a proper cane
supply for the factory:
Mixing varieties proportionally.
Mixing plant cane and ratoon cane field (i.e. mixing cuttings).
Having three cutting sites and balancing canes stalk among them.
Drilling request should be made for cane fields listed on the dry list to check the
soil moisture 7-10 days before deciding the field for harvesting.
Cane fields having a negative soil drill result and sufficiently dry cane leaves
should be earmarked for harvesting.
Re-drilling should be done for cane fields with positive drill result and neutral soil
test result.
Visually selected fields should be seen for their last irrigation date and average last
three irrigation intervals to evaluate the drying period.
The selected field should be checked for the following condition; to ensure the
actual drying conditions and accessibility of the cane fields.
Harvest road free of pits, mounds, stones etc.
Harvest road free from any water seepage and/or overflow.
In fields not wet due to any water seepage and/or overflow.
Cane fields decided for harvest should be registered on the weekly cutting
sequence format in the order of fields to be cut per cutting group.
Cane pushing should be done along harvest roads and hector paths of to be burnt
cane fields one day ahead of burning based on the daily cutting requirement to
avoid cane fire accident on adjacent cane fields.
Harvesting should be conducted when the following ripeness indicators
(symptoms) are observed in the cane:
The stalk should give metallic sound up on tapping.
Bright shining cross section should be observed when the cane stalk is cut
across near nodal portion.
Majority of the leaves should be dried from bottom upwards fairly close to top
internode.
Additionally, hand refractometer should be used to measure the brix of standing
cane. The cane should be harvested when the ratio of top to bottom brix value is
about 1.0.
Cane knife to be used for cutting should have the weight concentrated at the blade
end.
The stem is cut to the ground as much as possible.
The cane should be topped to remove the white tip.
Burnt cane field at each cutting site should all be cut and stalked in windrows on
that day.
Cane stalks must not be chopped into pieces unless there are very special reasons.
Dead or infected canes as well as late season tiller (bull shoots) should be
discarded
There should be an effective communication system to coordinate the harvest
management activities.
The cane arriving in the mill yard should ideally exclude the white immature cane
top, green leaves, trash, and any other extraneous material (stones, soil etc.).
The cane quality parameters that should be considered are:
Detrashing - Complete removal of cane leaves.
Topping - Zero cutting.
Bottoming - Ground level cutting.
Sheathing - Removing sheathes.
Selection - Removing dry and dead leaves.
Cleaning - Removing soil, stones etc.
Windrowing - Stacking cut cane perpendicular to the furrows.
Cane sizing - Length of cane (1.5-2.5 m).
A grab loader of 100-120 HP with a lifting capacity of 22.93 Qts, grabbing capacity of
14.9 Qts and swinging capacity of 180 0 are the most preferable machine to be used for
loading. During cane loading the following parameters have to be maintained properly.
Dense stalking / tight cane loading with no free in cane carts as much as possible.
Proper collection and reloading of dropped cane in the field should be made
Average grab loading capacity: 60-70 ton/hr
Average cart load depends on the type of cane haulage vehicle.
This activity is done by the help of cane collectors. Enough number of cane collectors
is supposed to be assigned with every cane loader. Normally shorter stalked and
irregularly wind rowed cane require more cane collection labour than longer stalked
and uniformly windrowed cane. The considerations made during cane collection
include the following.
Enough number of cane collectors should be assigned with every cane loader.
Although this number may vary based on weather conditions, absenteeism, etc. it
should not be less than 12 cane collection laborers per grab loader.
The selected cane collection laborers should be fit for the job. They should be
healthy enough for the job. Very young, very old laborers and pregnant women
should not be assigned as cane collectors.
Divide the available cane collectors in such a way that some do the pick up and
put at one spot while the other do windrowing the cane. This helps in accelerating
the cane collection activities.
Assign the collectors to collect the droppings cane not only behind the grab but
also on the sides of the tractor cart and across the fields.
Cane fields from where cane loading is carried out during night shifts should be
thoroughly collected in the next morning.
Before finishing cane loading operation and move the grab loaders to other fields,
it should be made sure that all the dropped cane in the field is properly collected
and loaded. In other words, cane collection in any cane field should be completed
before the cane lading grab loaders are moved to other fields.
Main road and feeder roads leading to the fields to be harvested should be graded
or maintained as necessary.
Sufficient number of haulage machineries and equipments should be operational
for field activities to carry out the daily required loading and transporting of cane.
The following activities should be performed before starting cane haulage activities
in the field.
Opening furrow ends to ease the entrance & exit of cane haulage vehicles
to the field
Closing smut holes etc
Breaking mounds
Breaking extra dikes
Removing any obstacle that might hinder the movement of haulage
machinery.
The haulage system comprises 4WD wheeled tractors pulling specially built cane
haulage trailers. The number of tractors required per day and per loading sites depends
on the daily crushing capacity of the factory and distance from the factory. Harvesting
rate, transporting rate and crushing rate should be synchronized and should match one
another.
The waiting time for haulage machinery in the factory should not be more than 2
hours.
If the loaded cane carts are broken and stopped while enroute to the factory, the
cane should be unloaded from the trailers and transferred to empty trailers before it
deteriorates.
Haulage machineries need to be maintained for work through regular follow up of
their operation.
Optimum economic distance of cane transport may be worked out so that transport
of cane does not become uneconomical.
Computerized weighing machines would be highly useful.
The cane need to arrive at the mill within permissible time limit; the maximum
interval between cutting and milling whole, green cane (e.g. seed cane) should be
48 hrs, and that of whole stalk burned cane should be 24 hrs and for canes that has
been burned and chopped should not be more than 12 hrs.
In cases of delay in crushing or cane transport, it would be advisable to keep the
harvested cane under shade, cover it with trash, and sprinkle with water.
The cane haulage machinery fleet should achieve the following per shift (table 13).
Table 10. Expected per shift minimum number of trips for cane haulage fleet
Expected average Expected minimum number of trips per shift per
travel speed field distance in kilometer
Machine
(average of loaded
type 1- 6- 11- 16- 21- 26– 36– >
and unloaded
5 10 15 20 25 35 45 46
trips) (km/h)
High bed
30 9 7 6 5 4 3 2 1
truck
Expected minimum number of trips per shift per
field distance in kilometer
88 Revised by Research and Development Center Sept. 2016
Standards Operating Procedures for Sugarcane Production at Kuraz Sugar
Development Project
The maximum allowable time interval between cutting and milling of burned cane
should not be more than 26 hrs. These periods could be further detected by variety,
weather, fiber content and degree of maturity.
Appendix 1.Estimation of soil moisture using feel method, Modified and taken from (USDA,1998)
Percen Coarse Texture-Fine Sand and Moderately Coarse Texture Medium Texture -Sandy Clay Fine Texture Clay, Clay Loam,
t loamy fine sand Sandy Loam and Fine Sandy Loam, Loam, and Silt Loam or Silty Clay Loam
depleti Loam
on Available Water Capacity (mm/m)
50-100 108-142 125-176 133-201
75-100 Dry, loose, will hold together if Dry, forms a very weak ball, Dry, Soil aggregations break away Dry, soil aggregations easily
not disturbed, loose sand grains aggregated soil grains break easily. No moisture staining on separate, clods are hard to
on fingers with applied pressure. away easily from ball. SMD fingers, clods crumble with applied crumble with applied pressure
SMD 100-42 142 -84 pressure. SMD 176-92 SMD 200-101
50 -75 Slightly moist, forms a very Slightly moist, forms a weak Slightly moist, forms a weak ball Slightly moist, forms a weak
weak ball with well-defined ball with defined finger marks, with rough surfaces, no water ball, very few soil aggregations
finger marks, light coating of darkened color, no water staining on fingers, few aggregated break away, no water stains,
loose and aggregated sand grains staining on fingers, grains soil grains break away. SMD 134-67 clods flatten with applied
remain on fingers. SMD 75-25 break away. SMD 109-59 pressure .SMD 150-67
25-50 Moist, forms a weak ball with Moist, forms a ball with Moist, forms a ball, very light water Moist, forms a smooth ball with
loose and aggregated sand grains defined finger marks. Very staining on fingers, darkened color, defined finger marks, light
on fingers, darkened color, light soil/water staining on pliable, forms a weak ribbon soil/water staining on fingers,
moderate water staining on fingers. Darkened color, will between thumb and forefinger. SMD ribbons between thumb and
fingers, will not ribbon.SMD 50- not slick.SMD 75-25 91-34 forefinger.SMD 100-34
17
0-25 Wet, forms a weak ball, loose Wet, forms a ball with wet Wet, forms a ball with well defined Wet, forms a ball, uneven
and aggregated sand grains outline left on hand, light to finger marks, light to heavy medium to heavy soil/water
remain on fingers, darkened medium water staining on soil/water coating on fingers, coating on fingers, ribbons
color, heavy water staining on fingers, makes a weak ribbon ribbons between, thumb and easily between thumb and
fingers, will not ribbon.SMD 25- between thumb and forefinger.SMD 41-0 forefinger.SMD 50-0
0 forefinger.SMD 34-0
0 Wet, forms a weak ball, Wet, forms a soft ball, free Wet, forms a soft ball, free water Wet, forms a soft ball, free
moderate to heavy soil/water water appears briefly on soil appears briefly on soil surface after water appears on soil surface
coating on fingers, wet outline of surface after squeezing or squeezing or shaking, medium to after squeezing or shaking,
soft ball remains on hand.SMD shaking, medium to heavy heavy soil/water coating on fingers. thick soil/water coating on
0.0 soil/water coating on SMD 0.0 fingers, slick and sticky.SMD
fingers.SMD 0.0 0.0
Saturat Free water appears when soil is Free water is released with Free water can be squeezed out. Puddle, free water forms on
ion bounded in hand. kneading. surface
Date
Unit
HA
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