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Comparison of VISTA with other Wide Field Imaging Facilities
https://people.ast.cam.ac.uk/~rgm/vista/vista-surveypower-srd-20000701.html18 Feb 2001: Grasp. date. VISTA. UK. 4.0m. 20kx20k. 0.25. 1.39degx1.39deg. 1.92deg. 24.1. -. 2004-Q1. CFHT-MegaPrime. US-Fr-Can. 3.6m. 18kx18k. 0.21. 1.05degx1.05deg: ... 12kx8k. 0.20. 0.33deg. 3.4. 1999. ESO 2.2m. ESO. 2.2m. 8kx8k. 0.24. -
Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf17 Aug 2001: respectively, for the complex Fourier analysis’. (c) I- 24 Fourier descriptors. ... 64 -56 -48 -40 -32 -24 -16 - 8 0 8 16 2 4 3 2 40 4 8 5 6 6 4. -
A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf17 Aug 2001: 4112% 1. 2. Atlantic MudW cv (m2/yr). 9 0 % 0.229 9 % 0.21107% 0.24. ... Volume vs. Height Relationship in Tanks. 24. Figure 7a. Photograph of Piston Sampler ContainingSample of E-grade Kaolin. -
The Cambridge Multimedia Document Retrieval (MDR) Project : Summary…
mi.eng.cam.ac.uk/reports/full_html/sparckjones_cltr517.html/10 Oct 2001: X) 64.95 61.25 46.82 45.24 44.27 30.33 39.98 42.14 38.65 35.72 BE DBRF2 (X) 66.57 65.89 45.21 ... BE DBRF (X) 69.41 69.12 52.55 51.73 51.14 36.86 41.99 44.13 42.14 42.05 BE [PR]BRF (A) 66.24 64.53 -
Appendix 5: Typical header for a merged WFC FITS catalogue
https://people.ast.cam.ac.uk/~xmmssc/xidops/latex/ssc-cam-tn-0004-1/node25.html27 Feb 2001: TFORM23 = '1E ' / data format of field: 4-byte REAL TUNIT23 = 'Counts ' / physical unit of field TTYPE24 = 'Com4_class' / label for field 24 TFORM24 = '1E ' / data format of field: 4-byte REAL ... REFFILE = 'r219698_1_cat.fits' / Reference_file FLIMREF = -
THESIS.DOC
www-g.eng.cam.ac.uk/whittle/publications/sf/sf%20thesis%20acrobat3.pdf8 Jan 2001: 20 2.3.3 Endwall Film-Cooling. 23 2.3.3 Film-Cooling Details. 24. 2.4 Research Objectives. ... 19. Fig. 24: Three-Dimensional Separation Lines and Potential Regions of High Heat Transfer. -
A Thermally Controlled TestChamber for Centrifuge and Laboratory…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf17 Aug 2001: After 24.5 hours the compressed air supply was turned off, resulting in a slow butsteady increase in the inner tub temperature over the next 25 hours. ... TlwrrtumS 40 30 20 10 0 -10 -20 90&tuntton 37 24 15 9 6.5 3.2 1.8 1.0'SatlJntion Moillure calbrlt -
i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf17 Aug 2001: po-YE 36 -. i 3 2 -& _t _P-I0, 24 -:: -. --- __l_-_-----.--.l_. - -._.->. /. Technical Report No. CUED/D-SoiWTR288 Sharma I.,. ... it will not produce. 1 1. hm,=. o:(l+ e) (24). The co-efficient of volume change depends on the void ratio as well as the -
Analysis of Earthquake Motions
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf17 Aug 2001: Station N-S E-W U-D Epicentral DistanceARC 0.92 0.41 0.35 35CNA 0.77 0.41 0.24 105BUR 0.44 0.31 0.2 130. ... respectively. 24. (N-S). (E-W). (U-D). Figure 3.4.3 Wavelet analysis of ARC signal. -
LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf17 Aug 2001: 24. Critical state soil mechanics associates rapid geotechnical disasters with soil on. ... 25. Leonards. G.A. (Ed.) (1986). “Special issue on Dam failures.” Engineering Gcoo:,24( 1-4).
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