scholarly journals Cosmogenic Backgrounds in Borexino at 3800 m water-equivalent depth

2013 ◽  
Vol 2013 (08) ◽  
pp. 049-049 ◽  
Author(s):  
G Bellini ◽  
J Benziger ◽  
D Bick ◽  
G Bonfini ◽  
D Bravo ◽  
...  
Keyword(s):  

Asymptotic approximations to the eigenfunctions of Laplace’s tidal equation (Hough functions) are obtained for prescribed λ = σ /2 ω ( σ = angular frequency, ω = angular velocity of planet) and large values of Lamb’s parameter, β = 4 ω 2 a 2 / gh ( a is the planetary radius, and h the equivalent depth for a particular vertical structure), qua eigenvalue. Both positive and negative eigenvalues are considered. The results are validated by comparison with the extensive numerical results of Flattery (1967) and Longuet-Higgins (1968). They should be useful in atmospheric tidal studies, especially for a rapidly rotating planet, and may be useful for studies of equatorial motions in the oceans.


1967 ◽  
Vol 18 (5) ◽  
pp. 741 ◽  
Author(s):  
AJ Rixon ◽  
BJ Bridge

The water relations of the surface mat of organic matter and the underlying 2.5 cm of soil from three annual and three perennial pastures of the same age were examined before and after mixing by cultivation. In either circumstance, the water relations of the 0–2.5 cm soil horizon did not differ significantly between the various pastures. The mats retained a considerable amount of water over a wide range of matric potentials. The organic carbon contents and amounts of water retained in the mats at –1520 J/kg matric potential were linearly related; at –9.8 J/kg and at –0.098 J/kg matric potentials they were linearly related, but the regression coefficients for mats from annual pastures were significantly greater than for mats from perennial pastures. Incorporation of the mat into the soil slightly increased the total porosity of the 0–2.5 cm soil horizon and changed the pore size distribution towards larger pores. Available water capacity (AWC) was defined as the depth of water held between the limits –0.098 and –1520 J/kg matric potentials. The AWC of the 0–7.6 cm soil horizon plus overlying pasture mat was less than that of the equivalent depth of cultivated soil with incorporated mat for all pastures. With the more conventional limits of AWC between –9.8 and –1520 J/kg matric potential, more water was available in the 0-7.6 cm soil plus mat than in the equivalent depth of cultivated soil, except in the case of an annual grass pasture.


Author(s):  
Mir Emad Mousavi ◽  
Abbas Yeganeh Bakhtiary ◽  
Nastaran Enshaei

Physical experiments have been conducted to study the scouring around a pipe over an erodible bed under waves motion. The results show that the depth of the wave-induced scour is reduced when the pipe is installed in a primary depth. It is also indicated that when the primary installation depth of the pipe, |e|, exceeds a specified depth, no scouring occurs underneath the pipe. This specific depth is called the Equivalent Depth of Wave-Induced scour, Se. The equivalent depth of wave-induced scour is estimated as a function of pipe diameter and the Keulegan Carpenter number. Also for prediction of the scour depth with respect to the primary installation depth of the pipe, a new equation is proposed. In addition, new equations are proposed for prediction of the scour width before the pipe is installed. The results and proposed equations are next simplified in the form of diagrams to be used in practice. The experiments cover small KC numbers (KC < 6) that represent deep water conditions. The results can be used either for the design purposes or for calibration of the numerical models.


Author(s):  
Antonio C. Fernandes ◽  
Breno P. Jacob ◽  
Eduardo Vardaro ◽  
Ricardo Franciss ◽  
Jose´ Carlos L. Almeida

A Sub-Surface buoy hybrid riser system is considered as a solution for deepwater export systems. Besides the in place static and dynamic loads, the installation operation was analyzed. The development includes the reduced model tests in a (so far) unique Deep Water Ocean Basin. A reduced model in an adequate scale was designed and constructed. It was submitted to an almost full equivalent depth and a comprehensive equivalent environment. The later corresponds to representative Campos Basin currents together with critical high crossing waves, which were made to excite resonance of the FPSO (Floating Production Storage and Offloading) hull. Typical moored FPSOs’ motions are much more than other platforms like Semi-Submersibles or TLPs and therefore the SSB is very adequate, since it resists easily to the cited critical environment conditions. Besides describing the system main characteristics, the paper describes the model testing in detail and present main results. Some problematic aspects has been are clearly appreciated for the first time, anticipating that what could happen in full scale. This therefore, requires a design improvement as also discussed.


2002 ◽  
Vol 42 (1) ◽  
pp. 559 ◽  
Author(s):  
P.J. van Ruth ◽  
R.R. Hillis ◽  
R.E. Swarbrick

Overpressure has been encountered in many wells drilled in the Carnarvon Basin. Sonic logs are used to estimate pore pressure in shales in the Carnarvon Basin using the Eaton and equivalent depth methods of estimating pore pressure from velocity data with reference to a normal compaction trend. The crux of pore pressure estimation from the sonic log lies in the determination of the normal compaction trend, i.e. the acoustic travel time (Δt)/depth (z) trend for normally pressured sediments. The normal compaction trend for shales in the Carnarvon Basin was established by fitting an Athy-type exponential relationship to edited sonic log data, and is: Δt = 225 + 391exp(-0.00103z) Vertical stress estimates are also needed for the Eaton and equivalent depth methods used herein. A vertical stress (σv) relationship was obtained by fitting a regression line to vertical stress estimates from the density log, and is: σv = 0.0131 z1.0642 The Eaton and equivalent depth methods yield similar pressure estimates. However, the equivalent depth method can only be applied over a limited range of acoustic travel times, a limitation that does not apply to the Eaton method. The pressure estimates from the Eaton method were compared to pressures measured by direct pressure tests in adjacent permeable units. There is a good correlation between Eaton and test pressures in normally pressured intervals in three wells and overpressured intervals in two wells. Eaton pressure estimates underestimate overpressured direct pressure measurements in four wells by up to 13 MPa. This is consistent with overpressure being generated (at least in part) by a fluid expansion mechanism or lateral transfer of overpressure. The Eaton pressures in one well are, on average, 11 MPa lower than hydrostatic pore pressure recorded in direct pressure measurements below the Muderong Shale. The sediments in this well appear to be overcompacted due to exhumation. Mud weights can be used as a proxy for pore pressure in shales where direct pressure measurements are not available in the adjacent sandstones. The Eaton pressure estimates are consistent with mud weight in the Gearle Siltstone and Muderong Shale in 4 of the 8 wells studied. The Eaton pressures are on average 10 Mpa in excess of mud weight in the Muderong Shale and Gearle Siltstone in three wells. It is unclear whether the predicted Eaton pressures in these three wells accurately reflect pore pressure (i.e. the mud weights do not accurately reflect pore pressure), or whether they are influenced by changes in shale mineralogy (because the gamma ray filter does not differentiate between shale mineralogy).


1981 ◽  
Vol 107 (4) ◽  
pp. 411-414
Author(s):  
John G. Sakkas ◽  
Vassilios Z. Antonopoulos

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