Hydro-ecological relations in the Delta Waters
Hydro-ecological relations in the Delta Waters Hydro-ecological relations in the Delta Waters
Erosion by waves of sandy shoals (conform Section 3.2) was very oomon from 1971 onwards; shore faces retreated at a rate of maximum 10 mlyear. After most of the shores successively have been protected against sroeion, Che total loss of shoals and &fiats in L988 has been calculated as 54 ha or 6 percent of (Leeuwestein and Schoot. 1988; Fortuin. 1989). the original total area Although the fomer tidal channels tend to silt up, hardly any sedimentation is observable since the only soure of sediWut, represeated by the ssudy shoals and mudflats, laqely hae been protected against erosion. Comeqnently future changes of the basin's tidal landscape vul be very limited. The sbift in driving force on GrsYelingen'~ ebb tide1 delta since 1971 largely is comparable to that previously described at the Hatingvliet (see Section 3.2). As to be espected a similar motphoLogica1 development initiated by similar mechanisms has been pbserved. Erosion of the deltafront related ts an expansion ~f sandy shoals and silting n~ Q£ foruer tidal channel ever the last 20 years clearly is fllustrated by Fiwes 8 and 9. The tendencies ~f future changes of the ebb eidal delta are comparable to the Barievliet case. Figure 8 Cross sections of the deltafront on the Grevelingen ebb tidal delta (1960-1980), Uwstrating the impact of closing the estuary in 197 1 (mhsiek and Mulder, 1989)
Figure 3 Developaent of lengshore bars and tidal channels on the Grevelingen ebb tidal delta 1970-1980 (Kohsiek and Mulder. 1989) 3.4 00s terscbelde The Oasterscbelde basin was directly influenced by the construerion works in other estuaxies. Due to the b~lding of the Greuelingen Dam (1965) and Volkerak Dam (1969), the tidal prism of the Oosterscbelde increasad cirna 6 - 8% aver the period 19.60 - 1983 (Van den Berg, 19861. A considerable erosion and widening of the channels has been observed over this period (Van den Berg, 19861, which is in accordance with the expected geomorphological reaction (conform Fig. 4A). Construction of the storm surge barrier (1986) and af the landward dams (Desterdam, 1986. and Philipsdam. 1987) has disiurbe* these tendencies. Since 1986 the tidal volume of the Ooscerschelde has decreased by 302; tidal current velocities have dimiaished by a simLlkr percentage and the tidal range by some 1ZZ. This reduction in tidal influence, most probably bas initiated a process of channel sedimentation and shoal erosion (conform Fig. 41)). However, no gevmcrpholdgical absematirms are available yet to confFnn this.
- Page 41 and 42: In 1976 the determination of chlozo
- Page 43 and 44: , 0.66 m 0,s - 0.02 1989 I 0.86 - 0
- Page 45 and 46: Table 3 Eutrophication of the Volke
- Page 47 and 48: Laks Volkarek ---- Lake Zoom 0.40 0
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- Page 58 and 59: EUTROPHICATION OF ESTUAAIES AND BRA
- Page 60 and 61: The average discharge of Xhine and
- Page 62 and 63: and only l-2% cows frm the aive Sch
- Page 64 and 65: highest trophic potential: nutrient
- Page 66 and 67: period 1980-19$3 in an increase of
- Page 68 and 69: model calculations reveal that a ni
- Page 70 and 71: Table 3 PreUmInary carbon budget of
- Page 72 and 73: Water life of Lake Grevelingen
- Page 74 and 75: macrophytes livkg on or rooting in
- Page 76 and 77: less predictable for water managers
- Page 78 and 79: ILWNEWIJK, A.. KEIP, C., 1988. De v
- Page 80 and 81: XBE CHANGING TmAL LAMXiCAPE I N TEE
- Page 82 and 83: The storm surke of L&Z1 A.D., knorm
- Page 84 and 85: osi* rn@8IOIP m .SL 4 Has F~~ULB 3
- Page 86 and 87: During the 19th century man starts
- Page 88 and 89: mudflats have retreated some 100-20
- Page 90 and 91: aq811~33a.e~ pue 3pTatlJS uxaJsafi
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- Page 96 and 97: Implementafion of the Delta Project
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- Page 100 and 101: fn tidal water systems sedimentatio
- Page 102 and 103: hierarchical position. Tn the egtua
- Page 104 and 105: Of course. tke environmental change
- Page 106 and 107: wind erasson, desaliuation, aeratio
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- Page 110 and 111: Grevelingen. Lake Veere and Krammer
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- Page 116: BEEEXNX, W.D. and 80ZBf&. J. L9M. T
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- Page 121 and 122: this volume or in Duutsaa, et aL, 1
- Page 123 and 124: artificial waterflow was created af
- Page 125 and 126: of waterbirds occur regulsrly. The
- Page 127 and 128: . DISTRIBUXIOBI OF WATEJBIRoS OVER
- Page 129 and 130: small bird$ extludiag them vill net
- Page 131 and 132: In order to lsok for relatiouehips
- Page 133 and 134: Table 3 Biomass of macroroobenthos
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Erosion by waves of sandy shoals (conform Section 3.2) was very oomon<br />
from 1971 onwards; shore faces retreated at a rate of maximum<br />
10 mlyear. After most of <strong>the</strong> shores successively have been protected<br />
aga<strong>in</strong>st sroeion, Che total loss of shoals and &fiats <strong>in</strong> L988 has been<br />
calculated as 54 ha or 6 percent of<br />
(Leeuweste<strong>in</strong> and Schoot. 1988; Fortu<strong>in</strong>. 1989).<br />
<strong>the</strong> orig<strong>in</strong>al total area<br />
Although <strong>the</strong> fomer tidal channels tend to silt up, hardly any<br />
sedimentation is observable s<strong>in</strong>ce <strong>the</strong> only soure of sediWut,<br />
represeated by <strong>the</strong> ssudy shoals and mudflats, laqely hae been<br />
protected aga<strong>in</strong>st erosion. Comeqnently future changes of <strong>the</strong> bas<strong>in</strong>'s<br />
tidal landscape vul be very limited.<br />
The sbift <strong>in</strong> driv<strong>in</strong>g force on GrsYel<strong>in</strong>gen'~ ebb tide1 delta s<strong>in</strong>ce 1971<br />
largely is comparable to that previously described at <strong>the</strong> Hat<strong>in</strong>gvliet<br />
(see Section 3.2). As to be espected a similar motphoLogica1<br />
development <strong>in</strong>itiated by similar mechanisms has been pbserved. Erosion<br />
of <strong>the</strong> deltafront related ts an expansion ~f sandy shoals and silt<strong>in</strong>g<br />
n~ Q£ foruer tidal channel ever <strong>the</strong> last 20 years clearly is<br />
fllustrated by Fiwes 8 and 9.<br />
The tendencies ~f future changes of <strong>the</strong> ebb eidal delta are comparable<br />
to <strong>the</strong> Barievliet case.<br />
Figure 8 Cross sections of <strong>the</strong> deltafront on <strong>the</strong> Grevel<strong>in</strong>gen ebb tidal<br />
delta (1960-1980), Uwstrat<strong>in</strong>g <strong>the</strong> impact of clos<strong>in</strong>g <strong>the</strong><br />
estuary <strong>in</strong> 197 1 (mhsiek and Mulder, 1989)