International Water Power & Dam Construction Yearbook 2022

Roller compacted concrete dams

Type of

Name

Tunisia (cont) Moula R'mil

Owner Purpose dam River

Ministere de l'Agriculture W G Bou Terfess Ministry of Agriculture

I

Turkey Asagi (Lower) Kaleköy Kalehan Energy Üretim ve Ticaret

Ballikaya Beydag

Beyhan II Burc

Camlica III

Çamoluk Alisiz Çetin

Çindere Çine

Cudi-Circip Ergani Feke II

Güdül Kırkkavak Incir

Kocaeli Karamursel Ihsaniye

Kalehan Energy Üretim ve Ticaret

Akkur Energy Production Trade & Industry Co

Camlica Electricity Generation Co -

H

DSI - State Hydraulic Works H DSI

I

H H

F,H -

DSI - State Hydraulic Works H DSI DSI

DSI - State Hydraulic Works I DSI - State Hydraulic Works I

Akkur Energy Production Trade & Industry Co -

Enerji

Karaburun Karareis - Karareis

H,I - - R'mil Murat

- Mudurnu G K Menderes -

Murat G Göksu

- Kucukmenderes -

- -

- -

F,H,I - Çine -

H -

H

- -

DSI - State Hydraulic Works H,I,W - Camibogazi DSI - State Hydraulic Works I,W

Köroglu Kotanli 1 - Melen Menge Narli

Simak Sucati

Üniversite Yesilkavak

United Arab Emirates Safad

Showkah US

Alan Henry Spillway Brazos River Authority Barnard Creek Canyon City of Centerville, UT

Bear Creek Big Haynes

Bullard Creek C E Siegrist

Carroll E Ecton (formerly Winchester)

Centre Hill (Auxilary Backup Dam)

Tennessee Valley Authority

W G Double Mountain Fork

F F G - F,W G Bear Creek G -

140 -

47

Conyers-Rockdale Authority W G Big Haynes Creek - Lakeview, OR

City of Lebanon Authority W G Mill - - -

1 4

Winchester Public Utilities W G Upper Howard Creek 2 USACE - Nashville District

-

03/91 12/91 04/92 1993 25 84 08/99 11/99 11/99 01/00 18 46

22.5 23 2.6

3 01/08 01/08 2009 2009 30 422 60 7 69

10/94 02/95 06/96 09/96 27 427 71.6 74 10/98 08/99 1999 1999 16 98

7 09/91 04/92 07/92 1993 40 205 65 70

06/84 08/84 11/84 01/85 23 363 24.5 27 2017 2019 2020 2021 42 293 110

-

V (13) 1.1 V -

- -

- -

0.75

V (6) V 1 -

- -

V (6) 0.80 (17) 0.80 (5)

(17) -

1 -

(17) Ogee (1) 300 -

-

- -

V (8) 0.80 (10)* 0.80 V (3) V

(3)* 0.75

- -

300 -

(10)* 300 (3)* 300 (1) 300

(1) 300 -

300

300 300 300 300 300

-

300 -

119 59 (F) 108 84 (F)

-

42 39

-

42 (F) 39

148 44 (-) 59

104 0 (-) 93

- 34 (F)

W - - -

DSI - State Hydraulic Works H,I,W - Melen Enerjisa

H H

Akkur Energy Production Trade & Industry Co DSI

ERE Electricity -

Ministry of Agriculture & Fisheries

Ministry of Agriculture & Fisheries

H H

H DSI - State Hydraulic Works I Göksu - Kura

G Seyhan -

W - -

G Robozik Deresi G Güredin Creek -

Kisik

G,I G - G,I G -

-

Buyuk Cay -

Circip

- Golkum G Göksu

Reservoir capacity (m3x106)

26 44

432 6

248 79

27 1 1

- Büyük Menderes 85

350 2

15 63

1 -

10 10 -

73

693 -

27 -

9 1

30

1 1

Dates Start Finish Project RCC RCC Project Dimensions

Height (m)

Length (m)

Volume

RCC (m3x103)

2003 2008 2009 2010 84 324 400 08/99 10/00 05/01 11/01 18 260 64

Total (m3x103)

422 160

03/13 2015 2017 04/18 103 346 1192 1342 09/08 06/15 2017 2018 98 188 99

04/94 06/06 04/08 11/08 96 800 2350 2650 07/13 2017 2018 09/19 60 363 191

01/07 01/08 2010 2011 47 153 49 04/08 03/10 09/10 09/10 52 800 153 2016 2016 2017 2017 23 -

14 2012 2018 2020 2021 160 -

113 210 68

219 -

2400 -

04/04 07/02 05/05 2005 108 280 1500 1680 12/95 10/01 05/04 2005 135 300 1300 1360

2016 2017 2018 2019 30 213 48 2014 2016 2017 2018 60 229 121 01/07 01/08 2010 2011 70 236 232

2014 2015 2016 2017 49 - 2013 2016 2017 2018 150 - 2014 2015 2016 2017 50 -

114 -

2014 2016 2018 2019 45 298 142 03/16 03/17 04/19 12/19 69 -

170 130

2013 06/15 03/17 05/17 124 944 1971 2096 01/10 01/11 2012 2012 60 0

03/15 06/15 02/17 04/17 100 104 640 0

01/98 02/99 10/99 10/99 36 192 55 2015 2016 2017 2017 36 -

2016 2017 2018 2019 47 153 49 01/09 11/09 08/10 09/10 67 198 245 20

2014 2016 2018 2019 88 452 727

2000 05/01 07/01 2001 19 100 900 2000 08/01 10/01 2001 24 105 18

680 0

68

265 60 -

809

10 20

59

161 0

- - -

173 -

Formation of faces of dam Upstream Downstream Spillway Slope Type Slope Type Slope Type - - - V (15) 0.9 -

0.25 (7) 0.80 (1) 0.10 (3) 0.80 (3) 0.70 (7) 0.70 (1) -

- - - (14) - -

0.1 0.20

- -

- -

-

- -

- (16) 0.9 -

0.80 - -

(14) -

0.70 (6) 0.70 (1)* 0.70 -

- -

0.70 (6) 0.70 (1)

V (1) 0.80 (1) 0.10 (3) 0.80 (3)

- -

- - - -

-

- - -

- - -

- - -

0.89

(7') 0.85 (7') 0.85 0.80

0.80

0.07 (8) 0.80 (3)* - -

0.05 (3) 0.80 (3) -

- -

- - -

- -

- - -

V (7) 0.80 (7) -

(1) - -

- V (3) 1

(1) -

- -

- - -

- - -

0.80 -

- - - -

-

0.80 -

(3) 1

V (1) 0.80 (1)* 0.80 0.1 (11) 0.80 (1)* 0.80

- -

Layers (mm)

- (12)* 300 300

(12) 300 - -

- -

300 300

(1) 300 -

-

- -

(12) 300 (7') 300

(12) 300 (12) 300 -

- - -

- - - -

- -

(12) 300 -

-

300 - -

300

(12) 300 (12) 300 -

- (12) 300

(12) 300 (12) 300

300 -

Depth

Lifts (mm)

- 300 300

1200 -

300 300 300 -

-

300 300

1200 -

300 -

- - - -

300 - -

300 300

300 - -

300 300

Cementitious cont

Cement (kg/m3)

-

Pozzolan (kg/m3)

- 100 0 (-)

130 - -

-

- -

130 - 65 88 -

- 50

85 75 - -

65 -

- - - -

85 - -

65 95

50 - -

90 90

50 (F) 37 (F) -

- 20 (F)

105 (F) 95 - -

50 (F) -

- - - -

- - - -

-

100 (S) - -

- -

276 | Yearbook 2022 | www.waterpowermagazine.com

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