Lesson 7 - nptel
Lesson 7 - nptel
Lesson 7 - nptel
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
modes, which are much different from those of a gravity dam. Hence, the design of an<br />
embankment dam is done in a different way than that of a gravity dam. In fact, the<br />
design procedures are targeted towards resisting the failure of an embankment dam<br />
under different modes, which are explained in the next section.<br />
4.7.1 Embankment dam and appurtenant structures-basic types<br />
and typical layouts<br />
An embankment dam, whether made of earth completely or of rock in-filled with earth<br />
core, has a trapezoidal shape with the shoulder slopes decided from the point of<br />
stability against the various possible modes of failure, discussed in section 4.7.2. The<br />
top crest is kept wide so as to accommodate roadway (Figure1). In order to check the<br />
seepage through the body of the dam, a number of variations are provided. For earthen<br />
embankment dams, these range from the following types:<br />
1. Homogeneous dam with toe drain (Figure 2)<br />
2. Homogeneous dam with horizontal blanket (Figure 3)<br />
3. Homogeneous dam with chimney drain and horizontal blanket (Figure 4)<br />
4. Zoned dam with central vertical core and toe drain (Figure 5)<br />
5. Zoned dam with central vertical core, chimney filter and horizontal blanket<br />
(Figure 6)<br />
6. Zoned dam with inclined core, chimney filter and horizontal blanket (Figure 7)<br />
Version 2 CE IIT, Kharagpur