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SAHYSMOD. Spatial Agro-Hydro-Salinity Model. INTRO. Sahysmod working group. Polygons. The principle of Sahysmod is a network of noda l points (nodes) with coordinates. Then, polygons are made around the nodes using the principle of Thiessen. In each polygon:

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Sahysmod

SAHYSMOD

Spatial Agro-Hydro-Salinity Model




Polygons
Polygons

The principle of Sahysmod is a network of nodal

points (nodes) with coordinates.

Then, polygons are made around the nodes

using theprinciple ofThiessen.

In each polygon:

  • Saltmod is applied separately

  • Groundwater flow is calculated from water levels in neighbouring polygons and hydraulic conductivity between the polygons using small time steps.




Case study icmald
Case study Icmald

  • In case study Icmald there is only one line of internal polgons surrounded by external polygons for boundary conditions.

  • The hydraulic conductivity between internal and external polygons is made zero so that the flow can not spread out, it is only in one direction.

  • This pattern is useful to calculate conditions in a cross-section over a valley from upland to the bottom land and river


Details icmald
Details Icmald

  • In the centre of the area, from left to right, there is a leaking irrigation canal.

  • In the downstream part of the area there are waterlogging and salinity problems

  • First we simulate the effect of canal lining.

  • Secondly we simulate the effect of interceptor drain along the canal.

  • The results are shown in the next table



Results
Results

  • We can see that canal lining and interception drainage have a small effect in the lower part, because the infiltration losses from the canal are small compared to the deep percolation losses from field irrigation in the upper area.

  • In the lower part there is little irrigation due to waterlogging and salinity. If we increase the irrigation for reclamation and cropping, the watertable will become very shallow again.

  • Canal lining or interception drainage are not sufficient to cure the problem.

  • If enough irrigation water is available, the lower part can be reclaimed using normal drainage system or wells. This can also be simulated.


The upper external polygon has very salty ground water (50 dS/m, like sea water). We can analyze its displacement.


Example 3 hansi farm india
Example 3, Hansi Farm, India dS/m, like sea water). We can an



Hansi case study
Hansi case study dS/m, like sea water). We can an

  • In Hansi Farm, there is natural drainage through the aquifer to the neighbouring areas because the water level in Hansi is higher.

  • The neighbouring areas recieve upward seepage of groundwater and are in danger of salinization.

  • Sahysmod was used to determine drain discharge at different drain depths of possible drainage systems in Hansi Farm.


Results from hansi case study
Results from Hansi case study dS/m, like sea water). We can an

  • It was found that deeper drains discharge more water because the waterlevel is lower and underground outflow is less.

  • When the drainage level is deeper than 2 m, in some polygons the natural underground outflow changes into underground inflow, causing upward seepage of ground water, so that the drain discharge is even more.

  • Some data are given in the next slide


Some data from hansi results
Some data from Hansi results dS/m, like sea water). We can an

  • In polygon 1 the water table drops from 3.0 m depth to 3.2 m depth even though the drain discharge is always zero. This shows that polygon 1 does not need drainage, but some water from polygon 1 goes to the drains of neighbouring polygons. by drainage other polygons.

  • In polygon 8, the present groundwater outflow is 2.8 m/year. This indicates excessive irrigation.

  • In polygon 12 the drain discharge without drainage system is only 0.46 m/year. With drainage level at 2 m. depth it is 4.3 m/year. Hence, deep drainage attracts much water from neighbouring nodes.

  • Hence, the drain discharge is influenced by the drain depth.


Summary
SUMMARY dS/m, like sea water). We can an

  • Sahysmod can be used for many different situations and purposes.

  • Only two examples were given and only a few aspects of these examples were discussed.

  • More information on these examples can be found in the manual that can be downloaded from website www.waterlog.info under Articles/Manuals.

  • Also the program itself can be downloaded freely from this website under Software


Notes
Notes dS/m, like sea water). We can an

  • The outcomes can be checked by hand, even though the calculations are tedious.

  • The output of Sahysmod can be saved in spreadsheet files. These can be used for further analysis in:

    • Spreadsheets (e.g. Excel)

    • GIS, Surfer, Winsurf, etc. (for mapping)

  • A GIS example follows


Initial values 1995 calculated and measured 1996
Initial values 1995, calculated and measured 1996 dS/m, like sea water). We can an


Calculated and measured 1990
Calculated and measured 1990 dS/m, like sea water). We can an



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