UNIVERSITY OF CALIFORNIA PUBLICATIONS IN AGRICULTURAL SCIENCES Vol. 3, No. 7, pp. 131-134 March 15, 1918 A NEW METHOD OF EXTRACTING THE SOIL SOLUTION (A Preliminary Communication) BY CHAS. B. LIPMAN While studying, in 1914, some of the data obtained by Quincke in measuring the forces by which thin water films are held by tiny particles of solid matter, there occurred to the writer a new possibility for a method of extracting the soil solution from soils with optimum moisture contents. By making a simple calculation, I found that if Quincke's figures were correct, particles of .005 mm. in diameter had the power of holding very thin films of water with a force equivalent to about 300,000 lbs. to the square inch. I argued, therefore, that since particles of .005 mm. diameter constitute the "clay" fraction in some mechanical analysis systems and since a large part of soil material may consist of much larger particles, that it should be possible to bring to bear on soils by pressure apparatus already in existence enough force to separate soil particles from some water, even when soils contained relatively small quantities of moisture. It appeared to me, moreover, that the large machines used in engineering laboratories for testing the strength of materials should be admirably adapted to the task of expressing water from soil if suitable containers for the soil are employed. With this idea as a basis, I started, in the year above mentioned, to experiment first on peat soils with a letter press of the old fashioned sort and found that water could be obtained with it from peat containing 40% of moisture. I then proceeded to have made a special perforated brass plate for the bottom of an iron casing about 12 inches long and about 6 inches in diameter. A quan- tity of clay adobe soil with optimum moisture content was placed in 132 University of California Publications in Agricultural Sciences [Vol. 3 the tube, a plate placed over it and pressure applied in a machine of a capacity of 200,000 lbs. to the square inch. About 25 c.c. of liquid were thus obtained from eight pounds of soil. The result of this ex- periment was unsatisfactory, owing to the small amount of liquid obtained from a soil with an optimum moisture content. I determined, therefore, to use a tube with a much smaller diameter (1 to 2 inches), so that the pressure exerted by the machine could be concentrated on as small a surface as possible and thus rendered more efficient. When such a tube was made, other difficulties were encountered. A few months later, these were surmounted and revised forms of appa- ratus were thus prepared from time to time as other duties permitted. No form of these was satisfactory even though I had demonstrated that small amounts of the soil solution could be obtained with some of them. During the last few months, however, I have had the privi- lege of the counsel of Mr. C. T. Wiskocil of the Department of Civil Engineering of this university, who has designed a new form of pressure tube for my purposes. Such a tube was made up and we have tried it out, recently, on several occasions with gratifying results. In the case of a very fine sandy soil containing an optimum moisture percentage (about 15% by weight), nearly two-thirds of the moisture was expressed from samples of 300 to 400 grams of moist soil. In the case of a clay loam soil, we were not so successful, but from two or three samples of about 300 grams each of such a soil containing about 20% of moisture (by weight), we obtained enough of the soil solution to make conductivity measurements and, if needed, quanti- tative analyses. Certain difficulties were encountered in pressing the clay loam soil, which did not obtain in the case of the fine sand, but these were also surmounted by another suggestion originating with Mr. Wiskocil. Even now we find that our apparatus needs to be changed, or a new one must be made to stand pressure in excess of 50,000 lbs. to the square inch, so that greater efficiency in pressing clay loams and clays may be attained. The detailed description of our apparatus, and of the results of conductivity measurements and analyses of the solutions obtained are reserved for description in another paper in which due credit will be given Mr. Wiskocil and Dr. I). D. Way nick for invaluable assistance rendered in connection with these matters. My principal objed now is to direct the attention of my colleagues in soil investigations