Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.
OCR for page 38
38 4 .0 A .J .R a ud k ivi 3 .5 S te rling J o ne s K e ith R . E llio t V e lo c ity ra tio 3 .0 P ro je c tio n W id th P ro je c tio n W id th(K w ) 2 .5 M e a s ure m e nt K sp 2 .0 1 .5 1 .0 0 .5 1 3 5 7 C /B Figure 5.15. Correction factor for pier spacing effect. Jones (1998) was used by adding the widths of all of the piers 6 in the row. This was done by using Equation 5.1 with the equivalent width. The Ksp curve obtained in such a way is Initial S c our R ate (mm) shown under the label "Projection Width" in Figure 5.15. That 5 curve does not fit the measured data well (too conservative). Even after accounting for the water depth effect, the Ksp curve is still too high as shown under the label "Projection Width 4 (Kw)" in Figure 5.15. This indicates that the single equivalent pier model would overestimate the pier spacing effect at least for piers installed in a row. It was found that the ratio of the 3 width of the channel without the piers over the unobstructed width of the channel with the piers fit the data quite well. This 2 equation is shown in Figure 5.15 under the label "Velocity 1 2 3 4 5 Ratio" because the velocity also can be estimated through that C /B ratio. For example, if the flume width is B1, the approaching velocity V1, and there are n piers installed in a row with same Figure 5.16. Initial scour rate for the group pier tests. diameter B, then the velocity with n piers can be estimated by: Vn = (V1B1)/(B1 - nB), and the velocity ratio is: Vn/V1 = B1/(B1 - nB). The equation proposed for Ksp is: 180 B1 150 K sp = (5.3) ( B1 - nB) Scour Depth (mm) 120 5.12 PIER SPACING EFFECT ON INITIAL 90 SCOUR RATE A For C/B, A>B>C 60 B The initial scour rate for the pier spacing flume tests is pre- C sented in Table 5.4 and plotted in Figure 5.16 where C is the center-to-center distance and B the pier width. It shows that 30 the initial scour rate tends to increase as the piers become more closely spaced. In summary, both the maximum pier 0 scour depth and the initial scour rate will increase as the piers 0 50 100 150 200 Time (hr) become more closely spaced. This means that curves such as those presented in Figure 5.17 can be expected. Figure 5.17. Scour curves for groups of piers in a line.