microbial and swelling effects on pore size distribution in humous soil samples
TRANSCRIPT
IMF [4]. The simulations were performed with MATLAB on a typical
desktop PC (PentiumD processor, 2.78GHz). Typical results are presented in
Figs. 1 and 2.
Calculations were made over the magnetic field range from 2.11 to 21.1 T.
The results obtained for 1H nuclei were analyzed and compared with real
NMR experiments. We show that the field dependence of line width
contains information about the geometry of porous medium.
This work is financially supported by the Knut and Alice Wallenberg
Foundation and the Swedish Research Council VR.
[1] Fatkullin FN, Sov. Phys. JETP, 74, 833, 1992.
[2] Song YQ. Concepts Magn Reson A 2003;18A(2):97.
[3] Archipov VR, Romanova EE, Sagidullin IA, Skirda VD. Appl Magn
Reson 2005;29:481.
[4] Mayer C. Prog Nucl Magn Reson Spectrosc 2002;40:307.
doi:10.1016/j.mri.2007.01.092
Microbial and swelling effects on pore size distribution in humous soil
samples
F. Jaegera, E. Grohmannb, G. Schaumanna
aDept. Environmental Chemistry, University of Technology Berlin,
Sekr. KF 3, Strasse des 17. Juni 135, D-10623 Berlin, Germany,
[email protected], bDept. Environmental Microbiology, Universi-
ty of Technology Berlin, Sekr. FR 1-2, Franklinstrasse 28/29, D-10587
Berlin, Germany
Top soil layers are influenced by strong changes in moisture, which affect
sorption and transport processes for e.g. pollutants. 1H nuclear magnetic
resonance (1H-NMR) relaxometry may be used as a method to determine
water uptake characteristics of soils, gaining information about water
distribution and mobility as well as pore size distribution. Recent NMR
studies in humus soil samples revealed relevance of swelling and wetting
processes of soil organic matter (SOM), as well as microbial influences on1H-NMR relaxometry.
The objective of this investigation was to achieve first indications to which
extent microbial activity and quantity of bacteria affect relaxation time
distribution during rewetting of humus soil samples. We used a humus
forest soil sample and added cellobiose to selected samples to enhance
microbial activity (treated samples). Treated and untreated samples were
moistened to 43% water content. At several points of time during 3 weeks,
transverse relaxation time distributions were at 2 MHz (Maran 2,
Resonance, UK). Microbial respiratory activity was determined with a
Respirocond system (Nordgreen Innovation, Norway) detecting conductiv-
ity changes of KOH solution caused by CO2 absorption. Total cell counts
were determined by DAPI staining (4V,6-diamidino-2-phenylindol) after
bacterial extraction with a Na4O7P2 solution.
The initial relaxation time distribution of all samples showed up to three
peaks (see figure). During hydration, the number of peaks decreased, and
the peaks revealed significant movement towards lower relaxation times.
Microbial respiratory activities were highest after 1–3 days of hydration,
with values 2–15 times higher in the treated as compared to the untreated
samples. Total cell counts increased in all samples from 1 to 5 � 109 cells
per gram.
We assume that changes in the pore size distribution and in spin relaxation
mechanism are responsible for the shifts in the relaxation time distribution.
This can be due to wetting and swelling of SOM and increasing numbers of
paramagnetic centres on surfaces and in the bulk phase. In addition,
production and release of extracellular polymeric substances and bacterial
association within biofilm may form new pore systems and reduce
interparticular pore diameter.
doi:10.1016/j.mri.2007.01.093
Noise reduction in magnetic resonance images by Wavelet transforms:
an application to the study of capillary water absorption in
sedimentary rocks
T. Schillacia, R. Barracoa, M. Braia, G. Rasoa, V. Bortolottib, M. Gombiab,
P. Fantazzinib
aDip. di Fisica e Tecnologie Relative, Universita di Palermo, Italy,
[email protected], bDip. DICMA and Dip. di Fisica, Universita di
Bologna, Italy
Magnetic resonance imaging (MRI) is a powerful technique to study
capillary water absorption kinetics in sedimentary rocks [1]. However, the
noise in the images can limit the correct identification and the quantitative
measurement of the average height reached by the wetting front inside the
porous material where imbibition occurs. Therefore, denoising methods can
be applied to improve the image quality for a more accurate analysis,
without the disadvantages of longer acquisition times [2].
This study attempts to improve the signal-to-noise ratio of the images
acquired by MRI on a sedimentary rock (Pietra di Lecce) using a wavelet-
based thresholding technique. The idea is to average some slightly
different discrete wavelet transforms (DWT), called e-decimated DWT,
to define the stationary wavelet transforms (SWT). We denote by f =g+ethe measurements of the image g corrupted by an additive zero-mean
white Gaussian noise field e with standard deviation r. Applying the SWT
to the MRI images, nonsignificant wavelet coefficients below a preset
threshold value are discarded as noise, and the image is reconstructed from
the remaining significant coefficients. The algorithm for the SWT
denoising of the image f was implemented by the wavelet toolbox of
the MATLAB software.
In order to evaluate the improvement of the image quality, we compute the
mean-to-standard deviation ratio (MSR) and the contrast-to-noise ratio
(CNR), defined by
MSR ¼ ld
rd
; CNR ¼ jld � lujffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi0:5 r2
d þ r2u
� �q
where ld and rd are the mean value and the standard deviation computed in
the desired region of interest (DROI) and lu and ru are computed in that
undesired ROI (UROI) such as a window or background. Fig. 1 shows the
result of the wavelet denoising application.
Fig. 1 The DROI and UROI used to compute the MSR and CNR indexes
are highlighted in the figure on the left, while on the middle and on the
right, the denoised images obtained using the Bior 3.7 and Haar wavelet
functions, respectively, are shown.
Abstracts / Magnetic Resonance Imaging 25 (2007) 544 – 591 581