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After surgery and pathological analysis, the diagnosis of haemangiopericytoma was made Open image in new window Fig. 7 Lymphoma.
For this study the following assumptions are made: Open image in new window Fig. 1 Five-story structure with MTMFD 1.
For deriving the model, the following assumptions are made: Open image in new window Fig. 1 Schematic of the cross section of wellbore, mudcake, and formation (not to scale) The wellbore, mudcake, and formation are in a plane-strain condition.
Based on this X-ray, the diagnosis of luxation of the fibula was not made Open image in new window Fig. 3 Bilateral AP X-ray of the knees.
Open image in new window Fig. 1 Shows the relationship of the osteotomy cuts with the richard screw track Open image in new window Fig. 2 The wedge is taken out and the ledges are retained and reciprocal cuts made Open image in new window Fig. 3 Once the wedge is closed, the ledges overlap reciprocally.
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Open image in new window Fig. 67 Nitrogen generator in making Open image in new window Fig. 68 Nitrogen generator in assembling Open image in new window Fig. 69 Nitrogen generator after assembly Open image in new window Fig. 70 Nitrogen generator at site test.
Mostly run-off, but along fractures/joints moderate to poor; dug wells along fractures/joints may be made Poor Open image in new window Fig. 4 Hydrogeomorphic units of the study area.
Open image in new window Fig. 1 Showing dimension of country made pistol (India) Open image in new window Fig. 2 Showing broken barrel of country made pistol (India).
In order to study the flow characteristics of SHS in DTW, some basic assumptions are made as follows: Open image in new window Fig. 1 A schematic of SHS flow in DTW: a SHS flow in CDTW.
Adapted from the electronic poster "Bowel wall thickening a complex subject made simple" DOI: 10.5444/esgar2011/EE-063 Open image in new window Fig. 22 Ischaemic colitis.
Open image in new window Fig. 5 CLSM made with cementless binder Open image in new window Fig. 6 Cement bindered CLSM. Figure 7 shows the increment in compressive strength due to the hydration process of cementitious materials, which gradually completed with curing ages.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com