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Flood plain, thereby being rendered useless for agriculture. Even In Yugoslavia (Serbia) whole villages had to be evacuated and their inhabitants relocated at the state's expense. Professor Vidrasku of Budapest wrote about this in the Neue Freie Presse (New Free Press) as follows: "Unfortunately, in the belief that construction of huge dams on the banks of the Danube would suffice, works were begun without having studied the problem in sufficient detail." He continues: "If we were to eliminate flooding with massive, high dams, and no longer permit inundation of the flood plain, then the floodwater would rise so high that all our river-ports and all riparian settlements along the Danube would be under water. Moreover, river and lake navigation, which even today is unsatisfactory, would be significantly impaired, and the dams themselves would offer no additional security." A further excellent and informative example relates to the raising of the riverbed of the Rhine at Salez. The valley cross-section shows that the Rhine flows along an elevated plateau, its bed lying up to 4m (13ft), and its flood- peak of 1890, 7-8m (23-26ft) above the lowest point of the valley, ultimately intersecting the rooftops of the villages in the low-lying areas. With good reason Mr Otto Rappolt, a chief government surveyor, states in his book River Engineering (Flussbau, published by Goschen Sammlung) that: "The deforestation of the catchment area and the system of river rectification is to be considered the principal cause of this hazardous predicament. Thus every impor- tant river in Europe provides us with sufficient cause to consider the consequences that incorrect river regulation can draw in its wake. The rivers Etsch, Po and Tagliamento in particular will present the Italian Government with many more problems as well as swallowing up considerable amounts of capital, if a radical departure in present government policy is not made." Thus every major river-system provides us with examples of the conse- quences resulting from faulty river engineering. In order now to arrive at the right results, it is necessary to augment the mechanical aspects of the process with physical influences, of which the most crucial are the tempera- ture gradient, the variation in specific weight and the occurrence of material metamorphoses. The enormous significance attaching to the temperature gradient is best perceived from the fact that to heat up 1 m3 of water by only 0.1°C - and such variations in water temperature are to be found in almost every channel cross-section - roughly 42,700kgm are required. From this it is evident what tremendous energies are freed with a reduction in tempera- ture or bound with an increase in the same. Both 'positive' and 'negative' forms of water movement, which hitherto have been referred to by their outer appearance and described as 'laminar' or 'turbulent' flows, represent unknown magnitudes in the equation to be solved. From this equation are to be derived the great fundamental laws of formation and growth, which not only enable autonomous development,PDF Image | The Water Wizard
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