Biogas Implementation - Groundwater Management - Revision history

Ranisha: /* References */

2014-10-31T13:39:43Z

‎References

Ranisha: Ranisha Basnet moved page Dealing with Underground Water during and after construction to Biogas Implementation - Groundwater Management without leaving a redirect

2014-03-17T14:42:48Z

Ranisha Basnet moved page Dealing with Underground Water during and after construction to Biogas Implementation - Groundwater Management without leaving a redirect

Wiki Gardener at 16:24, 30 August 2012

2012-08-30T16:24:22Z

Michel andre at 15:21, 21 February 2011

2011-02-21T15:21:40Z

Michel andre at 10:18, 9 February 2010

2010-02-09T10:18:54Z

JanS at 15:38, 23 March 2009

2009-03-23T15:38:02Z

JanS at 15:37, 23 March 2009

2009-03-23T15:37:50Z

JanS at 15:37, 23 March 2009

2009-03-23T15:37:18Z

JanS at 16:05, 4 March 2009

2009-03-04T16:05:57Z

JanS: Underground Water moved to Dealing with Underground Water during and after construction

2009-03-04T16:02:10Z

Underground Water moved to Dealing with Underground Water during and after construction

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-Underground water features in all three steps of biogas implementation:
+= Overview<br/> =
-*During planning, the site selection and design of the digester can eliminate most of the problems caused by groundwater and threats to groundwater.
+<u>Underground water features in all three steps of biogas implementation:</u>
 *During construction, groundwater can be a nuisance, effecting additional costs. But it is during construction, that serious leakage can be avoided.
 *During operation, little can be done but to monitor the quality of water and to avoid surface spilling.
-{| cellspacing="0" cellpadding="0" border="0" class="IMGcenter"
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 |-
-| width="45%" | <br>
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-| [[Image:Undwater.gif]]<small class="IMGLEGEND">'''Dealing with ground water during construction: The foundation rests on a stone packing (1) to drain the water into the pump-sink (2). A layer of gravel prevents blockage of the drain. A vertical pipe (3) allows pumping even when back-filling has be done. The lower part of the pipe is surrounded by a stone packing (4). If the ground water is only slightly higher than the digester bottom or if no pump is available, the construction must be flooded. The floor must be of solid concrete (5). Water must be kept away until the outer wall has reached above the ground water table and has been plastered from the outside. Several bottles without bottoms are placed into the concrete (6). When scooping of water has stopped, ground water passes through the bottle and floods the floor (7). After completing the masonry work and covering the dome with soil, the bottle is closed and water might be taken off the digester bottom (8). The cap of the bottle is covered with cement mortar (9). In case of high ground water table a conical or bowl-shaped solid concrete slab is required.'''<br> </small><small class="IMGSOURCE">''Source: Sasse, Kellner, Kimaro: Improved Biogas Units for Developing Countries, GATE 1991''</small>
+| [[File:Undwater.gif|RTENOTITLE]]<small class="IMGLEGEND">'''Dealing with ground water during construction<ref name="Sasse, Kellner, Kimaro: Improved Biogas Units for Developing Countries, GATE 1991">Sasse, Kellner, Kimaro: Improved Biogas Units for Developing Countries, GATE 1991</ref>: The foundation rests on a stone packing (1) to drain the water into the pump-sink (2). A layer of gravel prevents blockage of the drain. A vertical pipe (3) allows pumping even when back-filling has be done. The lower part of the pipe is surrounded by a stone packing (4). If the ground water is only slightly higher than the digester bottom or if no pump is available, the construction must be flooded. The floor must be of solid concrete (5). Water must be kept away until the outer wall has reached above the ground water table and has been plastered from the outside. Several bottles without bottoms are placed into the concrete (6). When scooping of water has stopped, ground water passes through the bottle and floods the floor (7). After completing the masonry work and covering the dome with soil, the bottle is closed and water might be taken off the digester bottom (8). The cap of the bottle is covered with cement mortar (9). In case of high ground water table a conical or bowl-shaped solid concrete slab is required.'''</small><br/>
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+| width="45%" | <br/>
 |}
 During the operation of the biogas plant further attention has to be paid to keeping the groundwater clean. Seeping biogas digesters and unprotected slurry storage can pollute water sources chemically (nitrate poisoning can be fatal for infants) and biologically (mainly with toilet biogas plants). Reasons may be wrong configuration of security devices like the pressure relief valves or because of leakage in lower parts of the digester. Smaller cracks, however, close up in the course of time through particles in the slurry.
-Bacterial removal from effluents passing through fine soils is quite complete. It may be less complete in the coarse, sandy soil used for rapid infiltration systems. Fractured rock or limestone cavities may provide a passage for bacteria that can travel several hundred meters from the point of application. This danger can be avoided by proper geological investigations during site selection. <br>
+= References<br/> =
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 Trace metals applied to natural systems do not pose a threat to groundwater quality because trace metals are usually removed from the percolating water by adsorption or chemical precipitation within the first few meters of soil, even in rapid infiltration systems with high hydraulic-loading rates.
 Bacterial removal from effluents passing through fine soils is quite complete. It may be less complete in the coarse, sandy soil used for rapid infiltration systems. Fractured rock or limestone cavities may provide a passage for bacteria that can travel several hundred meters from the point of application. This danger can be avoided by proper geological investigations during site selection. <br>
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 Trace metals applied to natural systems do not pose a threat to groundwater quality because trace metals are usually removed from the percolating water by adsorption or chemical precipitation within the first few meters of soil, even in rapid infiltration systems with high hydraulic-loading rates.
-Bacterial removal from effluents passing through fine soils is quite complete. It may be less complete in the coarse, sandy soil used for rapid infiltration systems. Fractured rock or limestone cavities may provide a passage for bacteria that can travel several hundred meters from the point of application. This danger can be avoided by proper geological investigations during site selection.
+Bacterial removal from effluents passing through fine soils is quite complete. It may be less complete in the coarse, sandy soil used for rapid infiltration systems. Fractured rock or limestone cavities may provide a passage for bacteria that can travel several hundred meters from the point of application. This danger can be avoided by proper geological investigations during site selection. <br>
 <br>
   [[Construction of a Biogas Plant|Back to "construction"]]
 <br>
 [[Category:Biogas]]

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-[[Construction of a Biogas Plant|Back to "construction"]]
+ [[Construction of a Biogas Plant|Back to "construction"]]
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 *During operation, little can be done but to monitor the quality of water and to avoid surface spilling.
-By [[Siting_of_the_Biogas_Unit|positioning the biogas plant]] and the well, a great deal of drinking water safety can be achieved. First, the distance should be at least 30&nbsp;m, second, the biogas plant should be downstream of surface- and groundwater flows and third, the well should be above the biogas unit to avoid contamination through surface spilling.
+By [[Siting of the Biogas Unit|positioning the biogas plant]] and the well, a great deal of drinking water safety can be achieved. First, the distance should be at least 30&nbsp;m, second, the biogas plant should be downstream of surface- and groundwater flows and third, the well should be above the biogas unit to avoid contamination through surface spilling.
 During construction, ground water must be drained. An empty biogas digester can develop such buoyancy, if surrounded by water, that the whole shell is lifted. The figure below illustrates some simple techniques how to deal with ground water during construction of small biogas plants.
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