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1.§Ò¹»ÃѺ»Ãا°Ò¹ÃÒ¡ (Foundation Treatment)
2. à¢×è͹´Ô¹ (Main Dam)
3. à¢×è͹´Ô¹»Ô´ªèͧà¢ÒµèÓ (Saddle Dam)
4. ÍÒ¤Ò÷èÍÊ觹éÓ (River Outlet)
5. ÍÒ¤ÒÃÃкÒ¹éÓÅé¹ (Spillway)
6. ÍÒ¤Ò÷Õè·Ó¡ÒÃáÅкéÒ¹¾Ñ¡¶ÒÇÃ
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1. §Ò¹»ÃѺ»Ãا°Ò¹ÃÒ¡à¢×è͹
- Soil Bentonite Cut-off wall 2,110.00 àÁµÃ
- Concrete Cut-off wall ÂÒÇ 380.00 àÁµÃ
2. à¢×è͹´Ô¹ (Main Dam)
à¢×è͹´Ô¹»ÃÐàÀ· Homogeneous Type ÁÕÃÒÂÅÐàÍÕ´´Ñ§¹Õé
- à¢×è͹´Ô¹ÂÒÇ 2,260 àÁµÃ
- à¢×è͹´Ô¹ÊÙ§ 24.00 àÁµÃ
- ÃдѺÊѹà¢×è͹ +82.000 Á.÷¡.
- ÃдѺ¹éÓà¡çº¡Ñ¡ÊÙ§ÊØ´ +79.000 Á.÷¡.
- ÃдѺ¹éÓµèÓÊØ´ +69.000 Á.÷¡.
- ÃдѺ·éͧ¤Åͧ (â´Â»ÃÐÁÒ³) +58.000 Á.÷¡.
- ¤ÇÒÁ¨Ø¢Í§ÍèÒ§Ï ·ÕèÃдѺ¹éÓà¡çº¡Ñ¡ÊÙ§ÊØ´ 60.00 ÅéÒ¹ ź.Á.
- ¤ÇÒÁ¨Ø¢Í§ÍèÒ§Ï ·ÕèÃдѺ¹éÓà¡çº¡Ñ¡»¡µÔ 60.00 ÅéÒ¹ ź.Á.
- »ÃÔÁÒ³¹éӹͧÊÐÊÁã¹ÍèÒ§Ï 40.00 ÅéÒ¹ ź.Á.
(Flood Control Space Volume) - ¤ÇÒÁ¨Ø¢Í§ÍèÒ§·ÕèÃдѺ¹éÓµèÓÊØ´ 13.00 ÅéÒ¹ ź.Á.
- ¾×é¹·ÕèÍèÒ§Ï ·ÕèÃдѺ¹éÓà¡çº¡Ñ¡ÊÙ§ÊØ´ 3,600 äÃè
- ¾×é¹·ÕèÃѺ¹éÓ½¹ 122.00 µÃ.¡Á.
3. à¢×è͹´Ô¹»Ô´ªèͧà¢ÒµèÓ (Saddle Dam)
à¢×è͹´Ô¹»Ô´ªèͧà¢ÒµèÓÁÕÃдѺ´Ñ§¹Õé
- à¢×è͹´Ô¹ÂÒÇ 65.00 àÁµÃ
- à¢×è͹´Ô¹ÊÙ§ 3.50 àÁµÃ
- ÃдѺÊѹà¢×è͹ +82.000 Á. ÷¡.
4. ÍÒ¤Ò÷èÍÊ觹éÓ (River Outlet)
ÍÒ¤Ò÷èÍÊ觹éÓà»ç¹·èͤ͹¡ÃÕµàÊÃÔÁàËÅç¡ (Concrete Conduit With Steel Liner) ´éÒ¹·éÒÂ
·èÍÁÕ High Pressure Gate ¨Ó¹Ç¹ 2 ºÒ¹ ¾ÃéÍÁ
ÍÒ¤ÒäǺ¤ØÁµèͨҡ¹Ñ鹨Ðà»ç¹ Transition
Chute ÁÕÃÒÂÅÐàÍÕ´´Ñ§¹Õé
- àÊé¹¼èÒ¹ÈÙ¹Âì¡ÅÒ§·èÍÃкÒ¹éÓ 1.80 àÁµÃ
- ¤ÇÒÁÂÒÇ·èÍÃкÒ¹éÓ 238.00 àÁµÃ
- ÃдѺ¸Ã³Õ·èÍ (Invert Elevation) +69.000 Á.÷¡.
- ÍѵÃÒ¡ÒÃäËÅ»¡µÔ¼èÒ¹·èÍÃкÒ¹éÓ 10.00 ź.Á./ÇÔ¹Ò·Õ
- ÍѵÃÒ¡ÒÃäËÅÊÙ§ÊØ´¼èÒ¹·èÍÃкÒ¹éÓ 20.00 ź.Á./ÇÔ¹Ò·Õ
5. ÍÒ¤ÒÃÃкÒ¹éÓÅé¹ (Spillway)
ÍÒ¤ÒÃкÒ¹éÓÅé¹ à»ç¹áºº Side Channcl Spillway
ÃѺ¹éÓ·Ò§à´ÕÂÇ ÅѡɳСÒÃÃѺ¹éÓà»ç¹ Ogee Weir Crcst
ÁÕÃÒÂÅÐàÍÕ´´Ñ§¹Õé
- ÃдѺÊѹ Spillway +79.00 Á.÷¡.
- ¤ÇÒÁÂÒÇÊѹ Spillway 40.00 àÁµÃ
- ÍѵÃÒ¡ÒÃäËÅÊÙ§ÊØ´¼èÒ¹ 75.32 ź.Á./ÇÔ¹Ò·Õ - ÃкÒ¹éÓÅé¹ÊÙ§ÊØ´·ÕèÃдѺ +79.924 àÁµÃ
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ÃÐÂзÕè 1 Á¤. - ¾¤. +77.000 Á.÷¡.
ÃÐÂзÕè 2 ÁÔÂ. - ¡Â. +74.000 Á.÷¡.
ÃÐÂзÕè 3 µ¤. - ¸¤. +72.500 Á.÷¡.
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