Flow-path switching valve

The term ‘Direct Clear Juice’ (DCJ) refers to the production of clear juice (CJ) within a modified sugarcane diffuser, thus negating the need for further juice purification in a settling clarifier. The feasibility of producing CJ by filtering treated diffuser juice through a shredded cane bed was demonstrated on a laboratory scale at the Sugar Milling Research Institute NPC (SMRI) and reported at the 2013 ISSCT congress. Factory trials were subsequently conducted at Tongaat Hulett’s Maidstone factory where the promising laboratory results were replicated in a full-scale diffuser. The production of DCJ requires consideration of the juice flow path in the diffuser, the method of lime and flocculant addition, and the screening of the juice after the diffuser. This paper summarises the results and learnings from the DCJ trials between 2011 and 2015. The development of the DCJ technology has been a collaborative project between the SMRI and Tongaat Hulett Sugar.

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A Flow Path Ground Water Sampler

Soil Science Society of America Journal ◽

10.2136/sssaj1972.03615995003600060036x ◽

1972 ◽

Vol 36 (6) ◽

pp. 965-966

Author(s):

L. S. Willardson ◽

B. D. Meek ◽

M. J. Huber

Keyword(s):

Ground Water ◽

Flow Path ◽

Water Sampler

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Groundwater protection and diffuse nitrogen emissions to surface waters – which catchment areas have to be considered?

Water Science & Technology Water Supply ◽

10.2166/ws.2007.072 ◽

2007 ◽

Vol 7 (3) ◽

pp. 103-110

Author(s):

C. Schilling ◽

M. Zessner ◽

A.P. Blaschke ◽

D. Gutknecht ◽

H. Kroiss

Keyword(s):

Surface Water ◽

Total Nitrogen ◽

Surface Waters ◽

Flow Path ◽

Emission Model ◽

Catchment Scale ◽

Danube Basin ◽

Nitrogen Emissions ◽

Nitrogen Levels ◽

Catchment Areas

Two Austrian case study regions within the Danube basin have been selected for detailed investigations of groundwater and surface water quality at the catchment scale. Water balance calculations have been performed using the conceptual continuous time SWAT 2000 model to characterise catchment hydrology and to identify individual runoff components contributing to river discharge. Nitrogen emission calculations have been performed using the empirical emission model MONERIS to relate individual runoff components to specific nitrogen emissions and for the quantification of total nitrogen emissions to surface waters. Calculated total nitrogen emissions to surface waters using the MONERIS model were significantly influenced by hydrological conditions. For both catchments the groundwater could be identified as major emission pathway of nitrogen emissions to the surface waters. Since most of the nitrogen is emitted by groundwater to the surface water, denitrification in groundwater is of considerable importance reducing nitrogen levels in groundwater along the flow path towards the surface water. An approach was adopted for the grid-oriented estimation of diffuse nitrogen emissions based on calculated groundwater residence time distributions. Denitrification in groundwater was considered using a half life time approach. It could be shown that more than 90% of the total diffuse nitrogen emissions were contributed by areas with low groundwater residence times and short distances to the surface water. Thus, managing diffuse nitrogen emissions the location of catchment areas has to be considered as well as hydrological and hydrogeological conditions, which significantly influence denitrification in the groundwater and reduce nitrogen levels in groundwater on the flow path towards the surface water.

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