Refer to Figure 03.24. Given that H1 = 300 mm, Hz = 500 mm, and lhy = 600 mm. and that at z = 200 mm, lh = 500 mm. It is required to determine h at z = 600 mm. The following general equations may be useful: kne = H/[ (H1/km) + (H2/kr2) + ... + (Hn/ krm)]. kn e = (1/H)[ km Hi + kiz H2 +. + Khm Hu ] a) What is the ratio ki/k? b) What is the value of h at z = 600 mm? c) If k = 5 x 104 cm/s, what is the equivalent k of soils 1 and 2? Water supply Soil 1 Soil 2 Figure 03.24
Refer to Figure 03.24. Given that H1 = 300 mm, Hz = 500 mm, and lhy = 600 mm. and that at z = 200 mm, lh = 500 mm. It is required to determine h at z = 600 mm. The following general equations may be useful: kne = H/[ (H1/km) + (H2/kr2) + ... + (Hn/ krm)]. kn e = (1/H)[ km Hi + kiz H2 +. + Khm Hu ] a) What is the ratio ki/k? b) What is the value of h at z = 600 mm? c) If k = 5 x 104 cm/s, what is the equivalent k of soils 1 and 2? Water supply Soil 1 Soil 2 Figure 03.24
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Refer to Figure 03.24. Given that H, = 300 mm, H2 = 500 mm, and ly - 600 mm and that at z = 200 mm, l1 - 500 mm. It is required to determine li at z = 600 mm. The following general equations may be useful: kre=H/[(H/k1) + (Hz/kız) + ... + (H./k..)] - (1/H) kw H, + ki2 H2 + ... + k H.) a) What is the ratio ki/ky? b) What is the value of h at z = 600 mm? c) If k, = 5 x 106 cm/s, what is the equivalent k of soils 1 and 2? Water supply B Figure 03.24
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