| 000 | 01540nam a2200217#a 4500 | ||
|---|---|---|---|
| 001 | vtls000000184 | ||
| 008 | 230822s1961 xx 000 0 eng d | ||
| 040 | _aJPS | ||
| 090 | 0 | 0 | _aHYDR 626.745 HAT |
| 100 |
_aHATTERSLEY, R.T. _eauthor |
||
| 245 | 0 | _aHYDRAULIC MODEL INVESTIGATION OF `GABION' PROTECTION OF CULVERT OUTLETS / R.T. HATTERSLEY AND B.A. CORNISH | |
| 260 |
_aNew South Wales : The University of New South Wales, _c1961 |
||
| 300 | _a10p ; illus. | ||
| 505 | _a1 - Introduction 2 - Some general considerations in design of a non-rigid apron 3 - Conditions of operation of model tests for culverts 3.1 - Bed material 3.2 - Scour pattern 3.3 - Stability of structure 3.4 - Prototype - Model relationships 3.5 - Downstream conditions 3.51 - Channel width 3.52 - Tailwater 4 - Stability of the 'Gabion' mat 4.1 - General 4.2 - Test program 4.3 - Test result 4.31 - General 4.32 - Dimensions of 'Gabion' mats 4.33 - Scour profile 4.34 - Scale verification 5 - Prototype 'Gabions' 5.1 - General 5.2 - Recommended construction procedure for 'Gabion' mat 6 - Deflectors 6.1 - General 6.2 - Deflecting Splitter 6.3 - Hanging deflector 6.31 - General 6.32 - Prototype weight 6.33 - Test results 6.34 - Blockage by flood debris 6.35 - Effect of deflectors on discharge capacity 7 - Conclusion . | ||
| 546 | _aENG | ||
| 650 | 1 | 0 | _aCULVERT OUTLETS. |
| 700 | _aCORNISH, B.A. | ||
| 942 | _cMONO | ||
| 990 | _a1961 | ||
| 999 |
_a01749 _a625.745 HAT _aVIRTUA50 _aVTLSSORT0080*0900*1000*2450*2600*3000*5050*5460*6500*7000*9040*9490*9900*9993 _c161 _d161 |
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| 003 | JPS | ||