Vízügyi Közlemények, 1965 (47. évfolyam)
1. füzet - Santing Gerald: Hollandia hidrológiai viszonyai és vízgazdálkodása
22 Santing Gerald. I К О D A L О M [1] A. G. Maris, A. Volker, S. llerweijer а. о.: De waterhuishouding van Nederland (Water budget and water management in the Netherlands). De Ingenieur 1959, nos 1, 2, 3 and 4, pp Al —A10, A18—A23, A33-A40, A49-A55. [2] A. Volker: Water management in the Netherlands. The Wag Ahead, 1960, no 3, pp 2 — 8. [3] ./. Wesseling, J. A. uan'l 1лоеп a. o.: Drainage of the polder districts in the Netherlands. Int. Comm. Irrig, and Drainage, 4th Congr. Madrid, 1960, Trans, Vol III, H 27, Q 11, pp 11 513-11 527. [4] C. van Rooijen und A. M. Huisman: Die Niederländischen Wasserversorgungsprobleme und die Qualität des Rheinwassers. G.W.F. 105 Jahrg. Heft 8, 21 Februar 1964, pp 203 — 207. [5] G. Abraham and P. van der Burgh: Pneumatic reduction of salt intrusion through Locks. Journal of the Hydraulics Division, Proc, Am. Soc. Civ. Eng., 1964, HY 1. [6] G. de Josselin de Jong, Singularity distributions for the analysis of multiple-fluid flow through porous media. Journ. Geophysical Research, 1960, Vol 65 no. 11, pp 3739 — 3759. [7] D. K. Todd and L. Huisman: Ground water flow in the Netherlands coastal dunes. Journal of the Hydraulics Division, Proc. Am. Soe. Civ. Eng., 1959., HY 7, pp 63 — 81. [8] A. Volker. Source of brackish ground water in the Pleistocene formations beneath the Dutch polderland. Economic Geology, Vol 56, 1961, pp 1045 — 1057. [91 Hydrologisch Colloquium, Steady flow of ground-water towards wells. Reports and Communications о /'the Committee on Ilydrol. Res. TNO, 1964, no 10. [10] L. Huisman: Drawdown due to ground-water abstraciton with straight lines of wells. In: Selected aspects of Hydraulic engineering. Technological University of Delft, 1963, pp 97 — 117. [11] J. de Jong: Enige beschouwingen betreffende de analyse ven pompproeven, in het bijzonder in onvoikomen spanningswater (Discussion of the analysis of field pumping tests, in particular in semiconfined aquifers). Water 1960, Vol 44 no 23, pp 297 — 301. [12] L. F. Ernst: Grondwaterstromingen in de verzadigde zone en hun berekening bij aanwezigheid van horizontale evenwijdige open leidingen. (Ground-water flow in the saturated zone and its calculation when horizontal parallel open conduits are present). Thesis, Wageningen 1962, Verslagen van Landbouuikundige Onderzoekingen no. 67. 15. [13] D. A. Krayenhoff van de Leur: A study of non-steady groundwater flow. De Ingenieur, 1958, no 19, pp B87-B94 and 1962, no 46, pp B285 —B292. [14] J. Wesseling : The transmission of tidal waves in elastic artesian basins. Techn. Bulletin no 3 (1959), Inst, for Land and Water Management , Research Wageningen. [15] J. K. Baars and J. J. le Cosquino de Bussy, Infiltration von Flusswasser in Dünengebieten. Schweiz. Ztschr f. Hydrologie XXII (1960), Vol I, pp 380 a. f. [16] J. К. Baars: Transformations in infiltration ponds and in the soil layers immediately underneath. Research Institute for Public Health Engineering T.N.O.. Publication no 204 (1963). [17] L.J.L. Dey, J. Wesseling a.o.: Verdampingssymposium (Symposium on evaporation). Reports and Communications of the Committee on Hydrological Research T.N.O. 1960, no. 4, pp 13 — 205. [18] R. Wind Hzn.: Rapport inzake de lysimeters in Nederland II (2nd Report on lysimeters in the Netherlands). Reports and Communications of the Committee on Hydrological Research 7\N.O. 1960, no 4, pp 207-271. [19] W. C. Visser : De stand van het waterhuishoudkundig onderzoek ten behoeve van de waterbeheersing in de landbouw (The state of research in tlie field of water management for the purpose of the control of water levels for agricultural purposes). Reports and Communications of the Committee ond Hydrological Research T.N.O. , I960, no 5 pp 13-41. [20] F. Hellinga, P. K. I'eerlkamp, P. Boekel a.o.: Water in unsaturated soil. Reports and Communications of the Committee ond Hydrological Research T.N.O. I960, no 5, 119-199. [21] W.C. Visser: The extension of the lysimeter technique into a field method for the determination of the water balance. Techn. Bill. 1960, no 14, Inst. Cultuurtechn. Watcrhuish., Wageningen. [22] G. Plantema: In de ground brengen van een waterdicht scherm (Construction of a watertight partition in the subsoil). Nederlands Octrooi 103. 193. [23] G. Santing: Modelonderzoek (Ground-water models) Reports and Communications of the Committee on Hydrological Research T.N.O. 1963, no 8, 23 — 47. [24] J. de Jong: Elektrische analogiemodellen voor het oplossen van gcohydrologische Problemen (Electrical analogs for the solution of hydro-geological problems). Wafer 1962, no 4, pp 43 — 45. [25] J. de Jong: Een eenvoudige metliode voor het nabootsen van een oneindig potentiaalveld (A simple method for the representation of an infinite potential field). Water, 1962, no 12, pp 185 — 186. [26] II. K. S. Ph. Begemann : A new method for taking soil samples of great length. Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering, Paris 1961, Vol I, pp 437 — 440. [27] H.J. Bellman: Die Grundwasserstandsarchive T.N.O. Zeitschr. Deutschen Geol. Ges., 1954, Band 106, pp 188-191. [28] G.P.M. Dikötter: Constructie van spaarbekkens (Construction of storage basins). Wa'er, 1963, no 12, pp 151 153.