Fig. 1. Facilities of deep tunnel system
Fig. 2. Flow mechanism in deep tunnel system
Fig. 3. Concept of CRP (Celerity of bore by principle)
Fig. 4. Concept of construction for shinwol rainwater storage and drainage system (Hyundai Construction & Engineering)
Fig. 5. System of discharge cycle in hydraulic model experiment
Fig. 6. Hydrograph of 50-yr. frequency of Seoul
Fig. 7. Location of setup in piezometers
Fig. 8. Movement of the bore to upstream
Fig. 9. Ratio of CRP/CRO
Fig. 10. Pressure at Junction of each scenario
Fig. 11. Concept of CR (Celerity of resultant)
Table 1. Scales for each variables of froude similarity
Table 2. Design conditions for experiments of each part
Table 3. Experimental scenarios for inlet discharge and residual amount in tunnel
Table 3. Experimental scenarios for inlet discharge and residual amount in tunnel (continue)
Table 4. Analysis and comparison results of celerity of bores
Table 4. Analysis and comparison results of celerity of bores (continue)
참고문헌
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