Biodegradation of aromatic hydrocarbons under anoxic conditions in a shallow sand and gravel aquifer of the Lower Rhine Valley, Germany

1996 ◽  
Vol 25 (1-2) ◽  
pp. 41-50 ◽  
Author(s):  
R. Schmitt ◽  
H.-R. Langguth ◽  
W. Püttmann ◽  
H.P. Rohns ◽  
P. Eckert ◽  
...  
2018 ◽  
Vol 21 (5) ◽  
pp. 641-654
Author(s):  
Paul Philipp Reifferscheidt ◽  
Dietrich Darr

In order to remain successful, business organizations need to continuously adapt and respond to a changing environment. Rapid growth poses significant challenges to managers, not least with regard to maintaining the balance between efficiency and creativity in their organizations. Using the example of a wholesale company operating in the potted plants value chain in the lower Rhine valley, Germany, the case illustrates how the company was able to exploit the opportunities arising from the concentration in the value chain, and the necessity to adjust their organizational model in response to these changes. The case chooses the example of a small- and medium-sized enterprise (SME) as such firms constitute the prevalent type of enterprises in Germany. Simultaneously, SMEs often find it particularly difficult to adapt their tangible and intangible resources to such changes. The current material is intended to help train future managers mastering this challenge.


2002 ◽  
Vol 66 (17) ◽  
pp. 3017-3036 ◽  
Author(s):  
Douglas B. Kent ◽  
James A. Davis ◽  
Linda C.D. Anderson ◽  
Brigid A. Rea ◽  
Jennifer A. Coston

1979 ◽  
Vol 16 (3) ◽  
pp. 488-496 ◽  
Author(s):  
N. H. Wade ◽  
H. Taylor

Deep test bleeder wells were installed in an artesian aquifer underlying the Bridge River No. 1 hydroelectric generating station in southern British Columbia to determine whether seasonal peak artesian pressures could be controlled.The Bridge River complex, built in the early 1950's, consists of two powerhouses located about a kilometre apart on the shore of Seton Lake, a system of power tunnels, and surface penstocks, which conduct water from the Carpenter Lake reservoir in Bridge River valley to the powerhouses. The No. 1 powerhouse is founded on consolidated deposits of clayey silt, underlain by sand and gravel. Shortly after the powerhouse was constructed, ground and powerhouse movements occurred. It was later determined that such movement was caused by high artesian pressures in the sand and gravel aquifer under the powerhouse.Attempts to install bleeder wells in 1952 were unsuccessful and an offshore fill was constructed as a toe weight, which functioned adequately until 1974 when additional ground cracking was observed. After further study and additional drilling at the site, test bleeder wells and piezometers were installed in 1976.Tests conducted to assess the effect of the bleeder wells indicated that control of excessive artesian pressures by a system of bleeder wells was feasible.


1994 ◽  
Vol 29 (3) ◽  
pp. 267-271 ◽  
Author(s):  
D. Neumann ◽  
Chr Seidenberg-Busse ◽  
A. Petermeier ◽  
St Staas ◽  
F. Molls ◽  
...  

During the last two decades an increasing number of sand and gravel-pits were established in the original flood plain of the River Rhine. Some of these are connected with the stream by a small canal for the transport of the spoil. Some of these dredged lakes have been studied during recent years at the ecological field station of the University of Köln, with regard to seasonal phytoplankton succession, productivity of copepods and cladocerans, occurrence of macrozoobenthos, and both spawning and recruitment of fish populations. These eutrophic lakes represent a valuable substitute biotope for lost lentic waters of the former flood plain. They offer via the canal connection an advantageous habitat to resident fish species of the Lower Rhine, (1) for reproduction and growth of the 0+-generation, and (2) for shelter during flood events. Recommendations for reclamation plans of such lakes are required.


Geophysics ◽  
2002 ◽  
Vol 67 (3) ◽  
pp. 690-700 ◽  
Author(s):  
Josef Holzschuh

Compressional (P) wave and shear (S) wave seismic reflection techniques were used to delineate the sand and gravel aquifer within a highly saline clay‐filled paleochannel in the Eastern Goldfields of Western Australia. The seismic refraction and gravity methods were also used to investigate the paleochannel. The unsaturated loose fine‐grained sand up to 10 m in depth at the surface is a major factor in degrading subsurface imaging. The seismic processing needed to be precise, with accurate static corrections and normal moveout corrections. Deconvolution enhanced the aquifer and other paleochannel reflectors. P‐wave reflection and refraction layer depths had good correlation and showed a total of six boundaries: (1) water table, (2) change in velocity (compaction) in the paleochannel sediments, (3) sand and gravel aquifer, (4) red‐brown saprolite and green saprolite boundary, (5) weathered bedrock, and (6) unweathered bedrock. P‐wave explosive and hammer sources were found to have similar signal characteristics, and the aquifer and bedrock were both imaged using the hammer source. The deep shots below the water table have the most broadband frequency response for reflections, but stacking clear reflections was difficult. The S‐wave reflection results showed high lateral and vertical resolution of the basal saprolite clay, the sand and gravel aquifer, and very shallow clays above the aquifer. The S‐wave reflection stacking velocities were 10–20% of the P‐waves, increasing the resolution of the S‐wave section. The gravity data were modelled to fit the known drilling and P‐wave seismic reflection depths. The refraction results did not identify the top of bedrock, so refraction depths were not used for the gravity modeling in this highly weathered environment. The final gravity model mapped the bedrock topography beyond the lateral extent of the seismic and drilling data.


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