F) Organisations Nationales National Organizations

ABSTRACT

The present study is based on field exploration and production records. The producing formation consists of consolidated continental sediments which are overlain by clays, sands and gravels. No areally extensive aquifers can be distinguished. The only zone of consistently high permeability is associated with a buried channel in the bedrock and is interrupted by a hydraulic barrier. Salt concentrations in the groundwater range from less than 500 ppm to over 2000 ppm. Groundwater temperatures range form 38 °F (3·3 °C) to 41 °F (5·0 °C).

The sustainable yields of individual wells of the three-well field range from 60 igpm to 150 igpm with a combined maximum of 350 igpm. Pumping creates an elongated hydraulic depression which is interrupted by the barrier in one direction and causes major changes in water levels 2 miles distant in the other direction. Short and long-term water-level fluctuations suggest two sources of recharge: direct infiltration and lateral flow.

Significantly different values of transmissivity (T) are computed from production tests of different lengths. Tests of duration of 10 to 500 min, 70 to 130 h, and several months yield values for T, in igpd/ft, of 10,000 to 50,000, 2000 to 6000, and 1300, respectively. From the three methods of attempted yield evaluation the one based on empirical relations between operating pumping rates and drawdowns yields the most satisfactory results.     

REMARKS ON THE SIGNAL TO NOISE RATIO IN THE VIBROSEIS SYSTEM*

The paper presents a discussion of some of the noise features of the VIBROSEIS SYSTEM *** ** Trademark of Continental Oil Company.
and their bearing on the determination of the optimally weighted stack.     

MAPPING NON-REFLECTING VELOCITY INTERFACES BY NORMAL MOVEOUT VELOCITIES OF UNDERLYING HORIZONS*

The normal moveout velocity of a reflecting bed is a function of the dips and curvatures of all overlying velocity interfaces. Now let the (N– 1)th velocity interface be a non- (or badly) reflecting bed, whereas the other interfaces, including the base of the Nth layer, reflect satisfactorily, and let the velocities U_{N– 1} and U_N of the (N– 1)th and Nth layer, respectively, be known. Then the normal moveout velocity for the base of the Nth layer, if known in one direction at a certain part of the surface of the earth, provides a second order differential equation in the horizontal coordinates x and y for the depth Z_{N – 1}(x, y) of the unknown interface. The mathematics becomes rather simple in the case of two-dimensional geological structures. For this case and N= 2 the differential equation mentioned can be solved by stepwise integration or by iteration. One of the many possible applications of the new concept is the determination of the structure of the base of an overthrusting sheet.     

地磁场的空间相关性及其在地震预报中的应用

本文扼要叙述了震磁关系研究的现状,阐述了“震磁效应”分析的基本原理,提出了“空间相关”和“现象相关”两种“震磁效应”分析的基本方法。作者应用我国华北地区若干台站资料,以局部地区地磁场空间相关性的分析为基础,重点讨论了“空间相关法”,给出了具体震例分析的初步结果。最后,就有关“震磁效应”分析的几个问题进一步做了简要讨论。     

Symposium on the glacial refugia and migration paths of Central and North European trees

A symposium on the glacial refugia and migration paths of Central and North European trees was sponsored by the Løvenholm foundation and held at Løvenholm Castle in Jutland, Denmark, in July 1981. Twenty invited lectures were given by participants from twelve European countries. The symposium showed that it may be possible to identify the migration centres and the origin of local populations of the     

MAPPING AND INTERPRETATION OF FIELD PHENOMENA FOR GROUNDWATER RECONNAISSANCE IN A PRAIRIE ENVIRONMENT,ALBERTA, CANADA

ABSTRACT

Theoretically, a small drainage basin may be divided into equal areas of downward flow and upward flow of groundwater. In regions where surface water does not obscure the phenomena produced by groundwater, these areas can be differentiated by mapping springs, seepages, groundwater levels, flowing wells, chemical quality of water, natural vegetation, salt precipitates, quality of crops, soap holes, and moist and dry depressions.

Mapping and interpretation of field phenomena have been carried out in a section of the Ghostpine Creek valley in a Prairie environment. The relief is gently rolling, the geology is simple, and the climate is cold, humid, and continental. The area of the “north flow-systems” is apportioned as follows: 26 per cent underlain by downward flow; 42 per cent underlain by a mid-line area; and 32 per cent underlain by upward flow.

Noting that groundwater flow is nearly parallel to the water table in the vicinity of the mid-line these results comply with the above-mentioned theory of groundwater flow distribution in small drainage basins. Thus, the method is suggested for: 1. A reconnaissance study of the groundwater regime in certain areas, and 2. Specific problems related to groundwater in a Prairie environment, such as: finding suitable locations for dug-out type water supplies, estimating prospects for slough-draining and irrigation, and explanation of the development of certain soil types. For such purposes, the method appears to be competitive with test drilling.     

COMPUTATION OF INTERVAL VELOCITIES FROM COMMON REFLECTION POINT MOVEOUT TIMES FOR n LAYERS WITH ARBITRARY DIPS AND CURVATURES IN THREE DIMENSIONS WHEN ASSUMING SMALL SHOT-GEOPHONE DISTANCES*

It is well known that interval velocities can be determined from common-reflection-point moveout times. However, the mathematics becomes complicated in the general case of n homogeneous layers with curved interfaces dipping in three dimensions. In this paper the problem is solved by mathematical induction using the second power terms only of the Taylor series which represents the moveout time as a function of the coordinate differences between shot and geophone points. Moreover, the zero-offset reflection times of the nth interface in a certain area surrounding the point of interest have to be known. The n—I upper interfaces and interval velocities are known too on account of the mathematical induction method applied. Thus, the zero-offset reflection raypath of the nth interface can be supposed to be known down to the intersection with the (n—1)th interface. The method applied consists mainly in transforming the second power terms of the moveout time from one interface to the next one. This is accomplished by matrix algebra. Some special cases are discussed as e.g. uniform strike and small curvatures.     

NEW POSSIBILITIES FOR REFLECTION SEISMICS BY UNDERSHOOTING BODIES WITH COMPLICATED TECTONICS *

In modern oil exploration layers of prospective interest with rather simple structural features are often overlain by very complicated bodies as e.g. saltdomes or other kinds of diapirs, olistostromes, or front zones of overthrusted blankets. In all these cases normal reflection seismic investigations, where downgoing and upgoing rays are rather close to each other, mostly fail, either because no reflections from underneath the complicated bodies are obtained, or because a reliable migrated depth presentation becomes practically impossible due to the inhomogeneity of the overlying bodies. The undershooting technique avoids these difficulties by using ray paths which do not traverse the complicated bodies e.g. by shooting on one side of a saltdome and recording on the other side. On account of the large shot-geophone distances in this method special considerations and computer processes were developed concerning moveout corrections for common depth point stacking and migrated depth presentation. In many cases the location of the disturbing complicated bodies is known in advance. The shooting and recording program can then be adjusted to this knowledge and thereby kept to a minimum. If the location of the complicated bodies is unknown a more extended seismic program has to be carried out encompassing a great variety of shot-geophone distances. But in this case the approximate location of the complicated bodies can be deduced from the survey too. Results are presented in order to give an idea of the efficiency of the new seismic tool.