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Waterloopkundig Laboratorium

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756: 40: 704: 724: 736: 692: 703: 755: 408:. Since the land was government-owned, no financial acquisition was required. From 1951, the Waterloopkundig Laboratorium therefore operated two facilities: an indoor modelling laboratory in Delft, and an outdoor model facility in De Voorst. In the 1970s, indoor laboratory facilities were added to the de Voorst location. 292:
whilst simulating arbitrary angles of wave attack. The previously available flume widths of 4 metres had proved too small for this purpose, and the new flumes therefore provided the laboratory with the ability to model and test the performance of significant coastal and river engineering structures.
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From the 1980s, computer-assisted mathematical modelling began to be useful in mapping potential water flows, reducing the need for very large-scale physical water models. Consequently, the decision was made in 1995 to concentrate activities at the Delft location and close the de Voorst facilities.
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This report was subject to review by Thijsse, who advised the Dutch authorities on the need for additional research of this type, not just for the Zuiderzee Works, but also for other projects across the Netherlands. This recommendation precipitated the decision to establish a laboratory similar to
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To facilitate third-party contract research, such as work for Rijkswaterstaat and international schemes, it was decided that the laboratory would operate independently from the Delft University of Technology, and be established as a financially autonomous foundation, with its board appointed from
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had introduced him to hydrodynamic model research, an innovative approach to understanding the dynamics of water. In 1927, both Rijkswaterstaat and Delft University of Technology began incorporating this research methodology, prompting the establishment of the laboratory.
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Bijker, E.W. (1956). "Het Waterloopkundig Laboratorium 'de Voorst' in de Noord Oost polder met korte toelichting van de onderhanden modellen" [The Waterloopkundig Laboratorium 'de Voorst' in the Noordoostpolder, with a brief explanation of the ongoing models.].
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Haile, W.H.; Cheetham, H.; Thijsse, J.Th.; Doran, W.E.; Bowen, H.C.; Thompson, W.P.; Rooke, G.W.; Morgan, H.D.; Frank, P.; Clay, C.; Haigh, I.P.; Jellett, J.H.; O'Sullivan, T.P.; Standing, B.; Inglis, C. (1951).
797: 796: 793: 798: 381:. The establishment of a second laboratory at de Voorst was prompted by the lack of space in Delft for large outdoor models. Utilising land on the outskirts of Delft was not feasible due to the damp 778: 236:
that in Karlsruhe, to serve the Netherlands. Thijsse spearheaded the initial research at the newly formed laboratory and documented the findings in a follow-up report to Rehbock's original study.
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In 1973, the laboratory moved from its location in the centre of Delft to a new location at the most southern end of the Delft Technological University campus, becoming known locally as the
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Staff of the Waterloopkundig Laboratorium in front of the Civil Engineering Department building at Delft University of Technology, 1931. Jo Thijsse is second from left in the back row.
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at the laboratory in 1933. Unprecedented at the time of construction, the flume boasted dimensions of 25 metres in length, 4 metres in width, and a maximum water depth of 0.45 metres.
419:, making use of the large differences in water levels from the surrounding surface water. These models were pivotal during the planning and construction phase of the Delta Works in 1687:"Correspondence: Flood-Prevention Schemes in the Vicinity of the City of Nottingham, with Special Reference to the Hydraulic Model Constructed at Delft University, Holland" 232:, a major institute in the field of hydraulic engineering research at the time. The results of this investigation were documented in a report which was published in 1931. 1156:
Wasserbauliche Modellversuche zur Klärung der Abflusserscheinungen beim Abschluss der Zuiderzee ausgeführt im Flussbaulaboratorium der Technischen Hochschule zu Karlsruhe
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Subsequently, in order to better satisfy the necessary conditions for wave height and period, the flume was extended to 50 metres in length, and fitted with a
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The scale of the physical models in the laboratory were often substantial, with many being large enough to permit model ships which necessitated pilotage by
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Experiments into the behaviour of irregular waves had been undertaken in the Netherlands since 1920, with initial experiments on irregular wave behaviour in
1224:"Flood-Prevention Schemes in the Vicinity of the City of Nottingham, with Special Reference to the Hydraulic Model Constructed at Delft University, Holland" 1781:
van Woensel, J.T.W.H. (1996). "Het Waterloopkundig Laboratorium in de Noordoostpolder" [The Hydraulic Research Laboratory in the Noordoostpolder].
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In 1969, new wave flumes with typical widths of 8 metres were installed in the laboratory in order to permit modelling and testing of breakwaters and
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Other international projects where research was carried out at the laboratory to inform the design and construction included the construction of the
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Significant engineering figures who undertook research or served in senior positions with the Waterloopkundig Laboratorium included
229: 2149: 819: 746: 761: 278: 156:, and the possible influences on them due to hydraulic engineering activities, along with a range of studies on topics such as 277:, research had extended into model investigations of wave generation, with outcomes corroborating prototype data collected by 2298: 1692: 1643: 1399: 1315: 1229: 1190: 1132: 1064: 933: 193: 2122: 509:
The following people were directors of the laboratory from its foundation in 1927 until it merged with Deltares in 2008.
2288: 1752:"The tide of history: In the Dutch battle against the North Sea, the Delta Works are a miracle of hydraulic engineering" 1454: 423:, and also allowed research works to be undertaken for international projects such as the reconstruction of the Port of 389:. In an environment where water levels are measured on a millimetric scale, even minute settlements were unacceptable. 1462: 2293: 729:
PJ Wemelsfelder and an assistant at work in the Waterloopkundig Laboratorium (Hydraulic Research Laboratory), 1931.
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A significant advantage of the de Voorst location was the ability to construct large-scale models of estuaries and
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Model at the Waterloopkundig Laboratorium de Voorst used in the design of a section of the Amsterdam-Rhine Canal.
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Hydraulic Engineering Laboratory: cultural-historical interpretation, spatial analysis, and essential principles
2150:"Nota betreffende de waterloopkundige en grondmechanische aspecten van de keuze afsluitmiddelen Oosterschelde" 1193:[Model tests in the Hydraulic Engineering Laboratory in Delft concerning locks and other structures]. 215:, a significant project requiring extensive research and experimentation. The task was initially assigned to 2152:[On the hydraulic and geotechnical aspects of the choice of closure means for the Eastern Scheldt]. 325: 262: 2188:[Report on the stay at the Hydraulic Laboratory in Delft from November 7, 1966, to June 15, 1968]. 1799:[Dutch engineers subdue the sea: Technique and ingenuity face to face with the elements of nature] 890:
Waterloopkundig Laboratorium : cultuurhistorische duiding, ruimtelijke analyse en essentiĂ«le principes
481:, where visitors can view the models and associated infrastructure via a walking route through the woods. 321: 270: 161: 164:. The laboratory played a significant advisory role in the conception, design, and implementation of the 138: 100: 60: 1831: 1391: 1303: 1120: 1086:"El laboratorio de hidráulica Neerlandés: Un instituto de investigación de significancia internacional" 1052: 921: 2076: 265:
wave generator. These enhancements enabled a wider variety of research projects, including studies on
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Hydraulic model experiments for the clarification of discharge phenomena during the closure of the
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Throughout its history, the laboratory undertook national and international research on numerous
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The impetus for the formation of the laboratory began in the 1920s, and lay in the design of the
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from 1927, moving to a new location in the city in 1973. The institute later became known as
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Additional benefits of the de Voorst location included its location within a low-lying
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Modelling undertaken during the design and preparations for the construction of the
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Manuscripts of H.J. Schoemaker from the period 1946-1971: Part A: model techniques
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at the opening of a colloquium at the Waterloopkundig Laboratorium, Delft, 1977.
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university staff, major consultants, and representatives from Rijkswaterstaat.
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Essays of the Institute of Hydro-Engineering of the Polish Academy of Sciences
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The laboratory conducted research into the causes of changes in the course of
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The Hydraulic Laboratory was classified by the Dutch Government as a
965:[The Hydraulic Research Laboratory in Delft (Netherlands)]. 658:, who undertook research at the facility and served as head of the 599:
The following personnel served as Heads of the de Voorst facility.
1486:[New complex opens at the Hydraulic Research Laboratory]. 1338:"Empirical and theoretical relations between wind, sea, and swell" 1128: 439: 424: 412: 329: 317: 289: 255: 111:. In 2008, the laboratory was incorporated into the international 104: 71: 501:. The laboratory continues to operate today as part of Deltares. 401: 385:
soil, which made it difficult to construct large models without
382: 95:) was an independent Dutch scientific institute specialising in 963:"Le laboratoire de recherches hydrauliques de Delft (Pays-Bas)" 1996: 1275:[Preliminary Research in the Field of Hydrodynamics]. 1832:"Het Deltamodel in het Waterloopkundig Laboratorium te Delft" 188:(1893-1984). It was initially located in the basement of the 1545:
Markus, A.A.; Courage, W.M.G.; van Mierlo, M.C.L.M. (2010).
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Steenhuis, M.; Voerman, L.; Noyens, M.; Emmerik, J. (2015).
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Dietz, J.; van Staal, G.; Siefert, W.; Venis, W.A. (1969).
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Directors of the Waterloopkundig Laboratorium, 1927 - 2008
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Lecture on the occasion of Krystian Pilarczyk's retirement
676:(Hydraulic Engineering Research Laboratory) is located in 247:. This pioneering research, including investigations into 1195:
Reports and Communications Concerning the Zuiderzee Works
2125:[Spiritual father of the Oosterscheldekering]. 1396:
Proceedings of the Symposium on Research on Wave Action
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Proceedings of the Symposium on Research on Wave Action
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Proceedings of the Symposium on Research on Wave Action
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Proceedings on the Symposium on Research on Wave Action
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Thijsse, J.Th.; de Blocq van Kuffeler, V.J.P. (1932).
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Heads of the Waterloopkundig Laboratorium "de Voorst"
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By 2008, the Delft laboratory had become known by the
1484:"Nieuw complex van Waterloopkundig laboratorium open" 1593:"Past and future changes in North Sea extreme waves" 1004:"WL | Delft Hydraulics: history, mission and models" 1929:"See Deltawerk// at the Rijksmonument Waterloopbos" 1457:[The Delft Hydraulic Research Laboratory]. 749:
to the Waterloopkundig Laboratorium in Delft, 1956.
141:knowledge on hydraulics and hydraulic engineering. 67: 54: 46: 1421:"El laboratorio de hidrologĂ­a en los paĂ­ses bajos" 356:From 1951 to 1996, a second location known as the 1819:– via Hemeroteca Revista de Obras PĂşblicas. 1443:– via Hemeroteca Revista de Obras PĂşblicas. 1108:– via Hemeroteca Revista de Obras PĂşblicas. 1599:. World Scientific Publishing Company: 547–559. 2262:"Waterbouwkundig Laboratorium 90th anniversary" 1750:Rietveld, R.; Rietveld, E.; Habets, D. (2017). 1304:"Generation of irregular waves on model scales" 137:and was tasked with acquiring, generating, and 1342:Transactions of the American Geophysical Union 741:Jo Thijsse (on the right) during the visit of 461:, a large structure which came to be known as 332:. International projects included the Belgian 2123:"Geestelijk vader van de Oosterscheldekering" 1685:Haile, W.H.; Cheetham, H.; Allen, J. (1951). 1591:Caires, S.; Groeneweg, J.; Sterl, A. (2008). 1053:"Wave forces on the Eider evacuation sluices" 312:and hydraulic engineering subjects including 172:, along with several international projects. 8: 1514:Breaking New Ground: Dutch Dredging Pioneers 1302:d'Angremond, K.; van Oorschot, J.H. (1969). 359:Waterloopkundig Laboratorium de Voorst (WLV) 352:The Waterloopkundig Laboratorium "de Voorst" 220: 21: 671: 476: 462: 357: 297: 251:, led to the construction of a specialised 85: 1783:Cultural Historical Yearbook for Flevoland 1273:"Voor-onderzoek op waterloopkundig gebied" 666:The Waterbouwkundig Laboratorium (Belgium) 180:The laboratory was established in 1927 by 38: 20: 2213:Lezing n.a.v. afscheid Krystian Pilarczyk 1878: 713:is fourth from the left in the back row. 449:, an example being the model created for 1956:"Domesticating Waves in the Netherlands" 1455:"Het waterloopkundig Laboratorium Delft" 956: 954: 952: 950: 601: 511: 2219:] (in Dutch). Delft: IHE- TU Delft. 845: 687: 680:, Belgium. It was established in 1933. 650:(interim general director, 1995–1997), 2148:Boehmer, J.W.; Spaargaren, F. (1971). 1217: 1215: 717:is second from left in the back row. 7: 1121:"Scope and aims in model techniques" 1046: 1044: 997: 995: 882: 880: 878: 876: 874: 654:(research engineer, 1966–1968), and 103:. The laboratory was established in 1336:Sverdrup, H.U.; Munk, W.H. (1946). 670:A similar institution known as the 16:Dutch hydraulic research laboratory 2121:Steketee, Hans (12 October 2020). 1222:Haile, W.H.; Cheetham, H. (1951). 14: 363:(Hydraulic Laboratory "de Voorst" 230:Technical University of Karlsruhe 1850:– via TU Delft Repository. 1409:– via TU Delft Repository. 1325:– via TU Delft Repository. 1074:– via TU Delft Repository. 943:– via TU Delft Repository. 820:Flood control in the Netherlands 790: 773: 754: 747:Prince Philip, Duke of Edinburgh 734: 722: 702: 690: 434:, and works at the mouth of the 269:, the stability of rubble-mound 1997:"Eanbling Delta Life: Deltares" 1392:"New wind-wave flumes at Delft" 762:Prince Claus of the Netherlands 453:design for the junction of the 226:(river construction laboratory) 1693:Institution of Civil Engineers 1644:Institution of Civil Engineers 1400:Delft University of Technology 1316:Delft University of Technology 1230:Institution of Civil Engineers 1133:Delft University of Technology 1065:Delft University of Technology 934:Delft University of Technology 901:(in Dutch). nl: SteenhuisMeurs 336:(1933–36), the cut-off of the 194:Delft University of Technology 1: 2093:10.1016/S0378-3839(12)00070-1 1903:"Waterloopbos - Natuurgebied" 1836:Reports of the Deltacommissie 1020:10.1080/00221686.2004.9628308 1008:Journal of Hydraulic Research 505:Directors and notable figures 128:major technological institute 93:Hydraulic Research Laboratory 2077:"Obituary: Eco Wiebe Bijker" 2047:10.1016/0378-3839(77)90002-3 808:, at the de Voorst facility. 785:The Delft laboratory in 1941 673:Waterbouwkundig Laboratorium 316:technology, density issues, 184:, under the directorship of 87:Waterloopkundig Laboratorium 25:Waterloopkundig Laboratorium 1463:Netherlands Open Air Museum 485:Consolidation into Deltares 186:Professor ir. J.Th. Thijsse 2320: 1605:10.1142/9789814277426_0046 967:Revue de GĂ©ographie Alpine 636:ir. Joannes Jacobus VinjĂ© 549:ir. Harold Jan Schoemaker 471:The site was purchased by 201:Zuiderzee State Commission 2236:De Academische Boekengids 2230:d' Angremond, K. (2001). 2192:(in Polish). Tp902 (2334) 1805:Revista de Obras PĂşblicas 1429:Revista de Obras PĂşblicas 1119:Schoemaker, H.J. (1971). 1094:Revista de Obras PĂşblicas 537:Johannes Theodoor Thijsse 404:making it unsuitable for 217:Professor Theodor Rehbock 37: 30: 2234:[Sink or swim]. 2075:Burcharth, H.F. (2012). 1706:10.1680/ijoti.1951.12704 1657:10.1680/IJOTI.1951.12767 1597:Coastal Engineering 2008 1243:10.1680/IJOTI.1951.12766 24: 2211:Verhagen, H.J. (2007). 1830:Thijsse, J.Th. (1961). 1811:(2993): 1021–1026. 1964 1511:Korteweg, J.E. (2018). 1492:(in Dutch). 22 May 1973 1362:10.1029/TR027i006p00823 1271:Thijsse, J.Th. (1939). 920:Ferguson, H.A. (1969). 560:ir. Jacob Egbert Prins 192:Department building at 1954:Helmreich, S. (2018). 1861:Tritthart, M. (2021). 1551:Scientific Programming 1002:Mosselman, E. (2004). 672: 660:Hydrometric Department 571:ir. Henk Jan Overbeek 477: 463: 358: 340:lagoon (1933–46), and 298: 221: 199:Thijsse's role on the 162:coastal morphodynamics 86: 2299:Hydraulic engineering 2232:"Pompen of verzuipen" 2021:Bijker, E.W. (1977). 1563:10.3233/SPR-2010-0298 1517:. Amsterdam: Balans. 1435:(3051): 561–564. 1969 1100:(3004): 677–683. 1965 979:10.3406/rga.1955.1204 854:"About us | Deltares" 593:Merged with Deltares 495:WL | Delft Hydraulics 464:De Eieren van Thijsse 455:Amsterdam–Rhine Canal 109:WL | Delft Hydraulics 101:hydraulic engineering 61:Hydraulic Engineering 1756:Architectural Review 1390:de Jong, J. (1969). 1291:– via Delpher. 1153:Rehbock, T. (1931). 222:Flussbaulaboratorium 22:Hydraulic Laboratory 2289:Coastal engineering 2081:Coastal Engineering 2039:1977CoasE...1....1B 2027:Coastal Engineering 1935:. 21 September 2018 1459:Canon van Nederland 1354:1946TrAGU..27..823S 1167:] (in German). 961:Wagret, P. (1955). 604: 514: 400:composition of the 63:Research Laboratory 32:WL Delft Hydraulics 27: 652:Krystian Pilarczyk 602: 512: 499:Deltares Institute 467:(Thijsse's eggs). 160:, wave action and 2294:Civil engineering 1880:10.3390/w13223261 1614:978-981-4277-36-5 799: 780: 640: 639: 625:ir. Abe Hoekstra 597: 596: 365:) was located in 334:Port of Zeebrugge 190:Civil Engineering 81: 80: 2311: 2274: 2273: 2271: 2269: 2258: 2252: 2251: 2249: 2247: 2227: 2221: 2220: 2208: 2202: 2201: 2199: 2197: 2178: 2172: 2171: 2169: 2167: 2145: 2139: 2138: 2136: 2134: 2118: 2112: 2111: 2109: 2107: 2072: 2066: 2065: 2063: 2061: 2018: 2012: 2011: 2009: 2007: 1993: 1987: 1986: 1984: 1982: 1962:(146): 153–159. 1951: 1945: 1944: 1942: 1940: 1925: 1919: 1918: 1916: 1914: 1907:Natuurmonumenten 1899: 1893: 1892: 1882: 1858: 1852: 1851: 1849: 1847: 1827: 1821: 1820: 1818: 1816: 1802: 1793: 1787: 1786: 1778: 1772: 1771: 1769: 1767: 1747: 1741: 1740: 1739:(in Dutch) (47). 1731: 1725: 1724: 1722: 1720: 1682: 1676: 1675: 1673: 1671: 1632: 1626: 1625: 1623: 1621: 1588: 1582: 1581: 1579: 1577: 1542: 1536: 1535: 1533: 1531: 1508: 1502: 1501: 1499: 1497: 1480: 1474: 1473: 1471: 1469: 1451: 1445: 1444: 1442: 1440: 1426: 1417: 1411: 1410: 1408: 1406: 1387: 1381: 1380: 1378: 1376: 1333: 1327: 1326: 1324: 1322: 1299: 1293: 1292: 1290: 1288: 1268: 1262: 1261: 1259: 1257: 1219: 1210: 1209: 1207: 1205: 1197:(in Dutch) (4). 1186: 1180: 1179: 1177: 1175: 1150: 1144: 1143: 1141: 1139: 1116: 1110: 1109: 1107: 1105: 1091: 1082: 1076: 1075: 1073: 1071: 1048: 1039: 1038: 1036: 1034: 999: 990: 989: 987: 985: 958: 945: 944: 942: 940: 917: 911: 910: 908: 906: 900: 884: 869: 868: 866: 864: 850: 801: 800: 782: 781: 758: 738: 726: 706: 694: 675: 648:Frank Spaargaren 605: 515: 480: 475:and renamed the 473:Natuurmonumenten 466: 361: 342:flood prevention 301: 267:wave overtopping 224: 136: 89: 42: 28: 2319: 2318: 2314: 2313: 2312: 2310: 2309: 2308: 2279: 2278: 2277: 2267: 2265: 2260: 2259: 2255: 2245: 2243: 2229: 2228: 2224: 2210: 2209: 2205: 2195: 2193: 2182:Pilarczyk, K.W. 2180: 2179: 2175: 2165: 2163: 2155:Rijkswaterstaat 2147: 2146: 2142: 2132: 2130: 2120: 2119: 2115: 2105: 2103: 2074: 2073: 2069: 2059: 2057: 2020: 2019: 2015: 2005: 2003: 2001:www.deltares.nl 1995: 1994: 1990: 1980: 1978: 1953: 1952: 1948: 1938: 1936: 1933:www.holland.com 1927: 1926: 1922: 1912: 1910: 1901: 1900: 1896: 1860: 1859: 1855: 1845: 1843: 1829: 1828: 1824: 1814: 1812: 1800: 1795: 1794: 1790: 1780: 1779: 1775: 1765: 1763: 1749: 1748: 1744: 1733: 1732: 1728: 1718: 1716: 1691:Journal of the 1684: 1683: 1679: 1669: 1667: 1642:Journal of the 1634: 1633: 1629: 1619: 1617: 1615: 1590: 1589: 1585: 1575: 1573: 1544: 1543: 1539: 1529: 1527: 1525: 1510: 1509: 1505: 1495: 1493: 1489:NRC Handelsblad 1482: 1481: 1477: 1467: 1465: 1453: 1452: 1448: 1438: 1436: 1424: 1419: 1418: 1414: 1404: 1402: 1389: 1388: 1384: 1374: 1372: 1335: 1334: 1330: 1320: 1318: 1301: 1300: 1296: 1286: 1284: 1270: 1269: 1265: 1255: 1253: 1228:Journal of the 1221: 1220: 1213: 1203: 1201: 1199:Rijkswaterstaat 1188: 1187: 1183: 1173: 1171: 1169:Rijkswaterstaat 1152: 1151: 1147: 1137: 1135: 1118: 1117: 1113: 1103: 1101: 1089: 1084: 1083: 1079: 1069: 1067: 1050: 1049: 1042: 1032: 1030: 1001: 1000: 993: 983: 981: 960: 959: 948: 938: 936: 919: 918: 914: 904: 902: 898: 886: 885: 872: 862: 860: 858:www.deltares.nl 852: 851: 847: 843: 830:Rijkswaterstaat 825:Zuiderzee Works 816: 809: 802: 791: 786: 783: 774: 769: 759: 750: 739: 730: 727: 718: 711:PJ Wemelsfelder 707: 698: 695: 686: 668: 656:PJ Wemelsfelder 507: 487: 387:soil settlement 367:Noordoostpolder 354: 320:, and detailed 279:Harald Sverdrup 182:Rijkswaterstaat 178: 166:Zuiderzee Works 130: 124: 76:The Netherlands 57: 56:Laboratory type 33: 26: 23: 17: 12: 11: 5: 2317: 2315: 2307: 2306: 2301: 2296: 2291: 2281: 2280: 2276: 2275: 2253: 2222: 2203: 2173: 2140: 2113: 2067: 2013: 1988: 1946: 1920: 1894: 1853: 1822: 1807:(in Spanish). 1788: 1773: 1742: 1726: 1677: 1651:(3): 153–169. 1627: 1613: 1583: 1537: 1523: 1503: 1475: 1446: 1431:(in Spanish). 1412: 1382: 1328: 1294: 1263: 1237:(3): 135–152. 1211: 1181: 1145: 1111: 1096:(in Spanish). 1077: 1040: 991: 973:(4): 835–840. 946: 912: 870: 844: 842: 839: 838: 837: 832: 827: 822: 815: 812: 811: 810: 803: 789: 787: 784: 772: 770: 760: 753: 751: 740: 733: 731: 728: 721: 719: 708: 701: 699: 696: 689: 685: 682: 667: 664: 638: 637: 634: 631: 627: 626: 623: 620: 616: 615: 612: 609: 595: 594: 591: 588: 584: 583: 582:ir. 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Index


Hydraulic Engineering
Delft
The Netherlands
hydraulics
hydraulic engineering
Delft
nonprofit
Deltares
major technological institute
nl
disseminating
rivers
estuaries
coasts
dredging
coastal morphodynamics
Zuiderzee Works
Delta Works
Rijkswaterstaat
Professor ir. J.Th. Thijsse
Civil Engineering
Delft University of Technology
Zuiderzee State Commission
sluices
Afsluitdijk
Professor Theodor Rehbock
Technical University of Karlsruhe
wind tunnels
wave run-up

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