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<title>National Symposium - 2008</title>
<link>http://ir.lib.ruh.ac.lk/handle/iruor/12355</link>
<description/>
<pubDate>Fri, 03 Apr 2026 23:53:03 GMT</pubDate>
<dc:date>2026-04-03T23:53:03Z</dc:date>
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<title>Cover page</title>
<link>http://ir.lib.ruh.ac.lk/handle/iruor/12837</link>
<description>Cover page
</description>
<pubDate>Thu, 23 Oct 2008 00:00:00 GMT</pubDate>
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<dc:date>2008-10-23T00:00:00Z</dc:date>
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<item>
<title>Table of Contents</title>
<link>http://ir.lib.ruh.ac.lk/handle/iruor/12835</link>
<description>Table of Contents
</description>
<pubDate>Thu, 23 Oct 2008 00:00:00 GMT</pubDate>
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<dc:date>2008-10-23T00:00:00Z</dc:date>
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<title>Mapping the status of paddy Production system using GIS technique for developing the decision support systems in Kamburupitiya Divisional Secretariat Division</title>
<link>http://ir.lib.ruh.ac.lk/handle/iruor/12827</link>
<description>Mapping the status of paddy Production system using GIS technique for developing the decision support systems in Kamburupitiya Divisional Secretariat Division
Kahandage, P.D.; Rupasinghe, C.R.; Chandama, P.M.
The demand of rice will increase at 1.1 % per year in Sri Lanka and the rice production &#13;
should grow at the rate of 2.9% per year to fulfill this demand. GIS (Geographic &#13;
Information System) has been known as a powerful tool to understand spatial data &#13;
analysis and this tool is recently applied to agricultural sector as well. This technique &#13;
can be applied to paddy sector also in order to increase the paddy production through &#13;
proper information management.&#13;
An extensive field survey was conducted to collect soil samples throughout the &#13;
Kamburupitiya Divisional Secretariat Division. Soil samples were collected from 77 &#13;
sampling sites at a depth of 5-20 cm and GPS locations were recorded. Machinery &#13;
information related to Paddy production was collected using questionnaire survey. &#13;
Information related to yield was collected from the Agrarian Services centers. pH &#13;
values of Soil samples were measured using a pH meter. Soil Organic Carbon and &#13;
Nitrogen were analyzed using Walkley and Black rapid titration method and Kjeldhal &#13;
method respectively. Distribution map of pH and organic carbon were prepared by &#13;
applying interpolating methods in GIS. ArcView GIS software was used for the spatial &#13;
analysis and mapping.&#13;
Results of the study revealed that Soil Organic Carbon percentage ranged from 0.27 &#13;
%to 3.64%. Soil pH ranged from 3.06 to 7.3. Soil Nitrogen content was very low and it &#13;
ranged from 0.021% to 0.235%. The Land Area with Suitable pH and Organic Carbon &#13;
for paddy crop were estimated as 3936.9 ha and 791.9 ha respectively. Four major &#13;
groups of varieties were found and many of those were limited to some GN divisions. &#13;
Yield per unit area varied from 1111.3 to 4769kg/ha/year. Paddy Lands are cultivated &#13;
under the Major Irrigation, Minor Irrigation and Rain fall. Major Irrigations are limited &#13;
to the middle part of the DS Division. Minor Irrigations are limited to the Western part &#13;
of the DS Division. Flood effected Paddy lands are found in the Western Part.&#13;
Two wheel Tractors, Four wheel Tractors, Threshers, Harvesters, Sprayers and Rice &#13;
Mills arc the mainly used machineries. Considerable numbers of above machineries are &#13;
present but the distribution is poor.
</description>
<pubDate>Thu, 23 Oct 2008 00:00:00 GMT</pubDate>
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<dc:date>2008-10-23T00:00:00Z</dc:date>
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<item>
<title>A software application for calculating the groundwater level</title>
<link>http://ir.lib.ruh.ac.lk/handle/iruor/12826</link>
<description>A software application for calculating the groundwater level
Wijewardane, D.S.R.; Navarathne, C.M.; Piyadasa, R.U.K.; Adikaram, K.K.L.B.
Groundwater is the most cost effective source of fresh water supply for domestic use &#13;
and for irrigation. It is exploited through the construction of open dug wells or &#13;
boreholes depending on the depth at which it occurs. It is observed that the quality of &#13;
groundwater is drastically decreasing due to over exploitation of groundwater from &#13;
wells, urbanization and land use changes etc.Poor quality groundwater and lowering of &#13;
the groundwater table have disastrous consequences like making the groundwater unfit &#13;
to drink and for other domestic uses, not suitable for irrigation means failure of crops. &#13;
Therefore, it is important to improve the quality of groundwater and assess the safe &#13;
yield that can be extracted from an aquifer to prevent a significant drop of the &#13;
groundwater level and thereby prevent the development of any of the above situation. &#13;
In this regard, quantification of the rate of natural groundwater recharge is a pre requisite for efficient groundwater resource management. The main objective of this &#13;
research is to develop a software model to estimate the height of recharge and the &#13;
present level of groundwater table capable of data storage and data displaying ability &#13;
either by graphically or through reports.&#13;
Using this model, groundwater recharge is calculated either by an equation that is &#13;
specified by the user or the equation in-built within the model. Groundwater balance &#13;
Equation is used as the in-built equation for the new system. According to the equation &#13;
provided, all parameter were calculated by the model or the user may use own values as &#13;
he wishes. All the results are stored in the system for further analysis and those data are &#13;
obtained in a report form.&#13;
After commencing the study, the monthly rainfall values at the end of first, second and &#13;
third months were 120 mm, 247.85 mm, and 219 mm respectively. The average output &#13;
from the well was 60 mm per month. When the date of the study was commenced, the &#13;
initial depth to the groundwater table was 183 cm from the surface. At the end of the &#13;
first, second and third months, the values were recorded as 182 cm, 180 cm and 181cm &#13;
respectively. The depth to the ground water table estimated using the developed &#13;
software model for the first, second and third months were 195.78 cm, 188.33 cm and &#13;
188.42 cm respectively. According to the t-test analysis a significant difference &#13;
between actual values and calculated values could not identified in 5% a level. Finally&#13;
it is concluded that the in-built equation (Groundwater balance Equation) in the &#13;
developed model is acceptable for the site at Mapalana.
</description>
<pubDate>Thu, 23 Oct 2008 00:00:00 GMT</pubDate>
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<dc:date>2008-10-23T00:00:00Z</dc:date>
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