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Design of a geographic information supported database for the management of pressurised irrigation systems at the plantation du Haut Penja, Cameroon

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par Chick Herman AZAH
University of Dschang - Agric engineer 2009
  

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2.6 Irrigation Scheduling and Management 2.6.1 Irrigation management

Irrigation management can be defined as the process of implementation of suitable operation and maintenance in order to meet the objectives of the concerned irrigation system and monitoring of the activities to assure that the objectives are met.

Three implications can be drawn from the above definition. First of all, that irrigation management is not a routine job. The management decisions have to be made with great care, as they have to match with the operation and maintenance objectives. Secondly, even though the overall goal may be the same, objectives vary from system to system, hence management decisions have to take account of these inter system differences. Thirdly, that monitoring is an integral part of management thus management decisions have to be continuously refined according to the feedback obtained from monitoring and evaluation.

Irrigation Management is one of the major challenges for the irrigation professionals. It is important as it decides the benefit derived from the irrigation system.

2.6.2 Irrigation scheduling

Irrigation performance can be improved either by means of developing new application systems (drip, sprinkler, etc.) or by a more accurate irrigation scheduling. For any crop, schedule implies the determination of time and volume of water application to meet a specified management objective.

Jensen (1981) defines irrigation scheduling as a planning and decision-making activity that the farm manager or operator of an irrigation farm is involved in before and during most of the growing season for each crop that is grown. It could also be defined as the use of water management strategies to prevent over application of water while minimizing yield loss due to water shortage or drought stress. He further indicated four types of data needed for irrigation decision making:

1) Current level and expected change in available soil water for each field over the next 5 to 10 days.

2) Current estimates of the probable latest date of the next irrigation on each field to avoid adverse effects of plant water stress.

3) The amount of water that should be applied to each field, which will achieve high irrigation efficiency.

4) Some indication of the adverse effects of irrigation a few days early or late.

Irrigation scheduling requires a particular attention because of its influence on irrigation efficiency and its consequences on the environment. The water holding capacity of the soil and the suction that the cultivated crop can develop on the soil water are good guides for irrigation scheduling. The techniques used currently for irrigation scheduling are diverse. Relative to the equipments that are used for these techniques, they can be sophisticated or very simple. Methods based on direct measurements of plant water status have always attracted the attention of irrigation research as a tool for irrigation timing, but getting accurate and representative data for these parameters has always been very difficult (Cremona et al., 2000). Based on the soil-plant-water relations, Kramer (1983) suggested that the determination of the time and quantity of water to supply by irrigation could be obtained by either one of the three fundamental methods namely:

· Determination of soil moisture

· Estimation of the water used by plants from climatic data

· Measure of water stress that has affected the crop

Irrigation scheduling to satisfy the water requirement of plants must conform to the hydrology of the milieu and to the objectives set by the irrigation practice. Njila (1999), stated that most irrigation managers in Cameroon prefer to irrigate their crops following a pre-established calendar.

Whatever the context, Fonteh & Assoumou (1996), Tron et al. (2000), present two fundamental questions that need to be answered in any irrigation scheduling program:

- When to irrigate?

- How much water to apply?

Smith et al, (1996) classified scheduling options into two different categories as follows:

a) Timing options - related to when irrigation is to be applied:

1) Each irrigation defined by user; this type is used to evaluate irrigation practices and to simulate any alternative irrigation schedule.

2) Irrigation at critical depletion (100 % depletion of readily available soil moisture). Resulting in minimum irrigations, but irregular and therefore unpractical irrigation intervals.

3) Irrigation below or above critical depletion (% depletion of readily available soil moisture). Useful to set a safety level above critical soil moisture or allow a critical stress level.

4) Irrigation at fixed intervals per stage, suitable in particular in a gravity system with rotational water distribution, may result in some over-irrigation in the initial stages and under-irrigation in the peak season.

5) Irrigation at given crop evapotranspiration reduction (%).

6) Irrigation at given yield reduction (%).

7) No irrigation, only rainfall.

b) Application options - how much water is to be given per irrigation turn:

1) Each irrigation depth is defined by the user, as determined from field or simulated data.

2) Refill soil to field capacity, to bring soil moisture content back to field capacity, thus equal to the depleted soil moisture in the root zone, as the depletion in the root zone will normally vary over the growing season with changing root depth and allowable depletion levels.

3) Refill below or above field capacity. Useful to allow for leaching for salinity control

(above field capacity) or to accommodate possible rainfall (below field capacity).

Irrigation scheduling schemes should take into account factors such as the soil properties that affect soil moisture-holding capacity. James et al. (1982) for example, reported that irrigation scheduling with a soil of low water-holding capacity would have to be more frequent with smaller amounts applied each time for best efficiency.

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