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9  
October
1963
Alessandro  Masoero  |  Politecnico  di  Torino
alessandro.masoero@polito.it
HYSTORICAL CONTEST | ECON. BOOM
1
9
6
3
URBAN GROWTH
Cartiere Burgo – Mantova
1961  – 1963
Pier  Luigi  Nervi
Suspended  structure  30  x  250  m
Le  mani sulla città
Francesco  Rosi
“the  characters  of  the  movie  are  
not  real,  but  it  is  authentic  the  
social  and  cultural  reality  that  
produces  this  kind  of  
characters.”  [movie  quote]
HYSTORICAL CONTEST | ECON. BOOM
1
9
6
3
SCIENCE and TECHNOLOGY
Giulio Natta
Chemistry  Nobel
Isotactic  Polypropylene– Moplen
Vajont Dam
Carlo  Semenza
Highest  arch  dam  in  the  world  
(currently  n.  3)
S.A.D.E. | Società Adriatica di Elettricità
1902  – Created  at  Venice  by  Giuseppe  Volpi
1962  – law  n.  1643,  electric  system  nationalisation
1964  – S.A.D.E.  closes
PIAVE  NET
From  Travenanzes (BZ)    1740  m  slm
To  Livenza  River  (at 22  m  slm)
GRANDE VAJONT Project
Pieve  Dam
Vajont  Dam
Val  Gallina  
Dam
Soverzene  
Power Plant
240  MW
Gardona
Power Plant
Pontesei
Power Plant
Vodo  Dam
Valle  Dam
Pontesei
Dam
VODO
855  m  slm
918  000  m3
PONTESEI
775  m  slm
634  000  m3
VALLE
706.5  m  slm
1  106  000  m3
PIEVE
683.5  m  slm
46  347  000  m3
VAJONT
683.5  m  slm
105  000  000  m3
VAL  GALLINA
677  m  slm
4  900  000  m3
HISTORY OF A TRAGEDY
1956 – SADE  comes
1957 – Project  changes
1958 – Testing  Commission
1959 – Geological  surveys  “war”
1960 – I  Filling  and  Landslide
1961 – Bypass  tunnel
1962 – II  Filling  and  Model
1963 – III  Filling,  ENEL  comes level 710 m  
700 m  limit
Construction  starts.  Ends  in  1960
landslide v h  reservoir
C.S.LL.PP.  positive  advice  >  h  
∝
KNOWN PROBLEMS
November 1960  – 700  000  m3  landslide
TOPONOMASTIC à Monte  Toc,  in  regional  dialect  “Patoc”  means  “rotten”
THE LANDSLIDE
GEOLOGICAL  SURVEYS
“No  landslide  happens  from  a  second  to  another.  This  kind  of  behaviour  it  is  
impossible  for  a  mountain.”  A.  Heim  – 1932    
Caloi
1959
Superficial Debris
Semenza  &  
Giudici
1960
Paleo-­landslide
Müller
1961
200  000  000  m3
Caloi  
1961
Fractured  rock
150m  deep
Ghetti  &  
Marzolo  
1961  -­ 62
Hydraulics  models
40  000  000  m3
1  minute
I	
  filling,
nov ’60	
  landslide
Bypass	
  tunnel,	
  600	
  m
710	
  m
II	
  
filling
III	
  filling,	
  
landslide
9	
  oct ‘63
M.  BorgàM.  Salta
M.  Pul
LANDSLIDELongarone
Overtop >  150  m
dam:  264  m
240-­270 millions  of  m³  
landslide
in
115 millions  of  m³  of  water  
in  
30 – 40 seconds
700
500
600
1100
500
800
700
500
600
1100
500
800
1  – FIRST  STEP
Lower part of the
landslide reaches the
opposite valley side
REFERENCE  POINTS
STARTING  POINT
LANDSLIDE| DYNAMICS
700
500
600
1100
500
800
700
500
600
1100
500
800
Higher layers reach the
opposite valley side
Middle layer reaches
the opposite valley side
3  – THIRD  STEP
2  – SECOND  STEP
LANDSLIDE| DYNAMICS
THE LANDSLIDE
CASSO
Reservoir level
710  m  slm
CASSO
Reservoir level
710  m  slm
Monte  Toc  
Landslide
CASSO
Reservoir level
710  m  slm
Monte  Toc  
Landslide
Inundated    
areas
THE WAVE
Longarone
I  PHASE
Wave  occupying  all  the  Vajont
Canyon:
Wet  A.  Canyon  ≅ 10  000  m2
L.  Canyon  ≅ 1400  m
V  ≅ 14  x  106 m3
Q  =  (14  x  106)  /  240  ≅ 60  m3/s
600 800 1000 12004  minutes  to  reach  Longarone
Δt between  electricy outage  in  Colomber Power  House  
and  Austria  trasmission line
THE TRAGEDY
Pirago church  tower  bell,  one  of  
the  two  survived  buildings  
(together  with  the  dam  
structure)
25-­30 millions  of  m³  overtopped  
the  dam  toward  the  Piave Valley
Wave  with  v =  1400  /  240  ≅ 6 m/s  
following  the  pressurised  air
Hiroshima  bomb  effect
12 kt =  12  *  106 kg  di  T.N.T.
LA TRAGEDIA | LONGARONE
1450  deaths  Longarone (4000  inhabitants)
THE TRAGEDY | LONGARONE
1450  deaths  Longarone (4000  inhabitants)
THE TRAGEDY | UPSTREAM
158  deaths at Erto  and  Casso
CONSEGUENCES
Testing  “rush”?
Testing  compulsory  for  Public  funds
SADE  value  depends  not  directly  on  
Vajont reservoir  but  on  stocks  
quotation  from  1959  to  1962
Landslide  hidden  to  not  lowering  the  
SADE  value  (to  be  sold  to  ENEL)
TRAIL  1968  – 1971  :  11  under  judgment
1969: I  GRADO,  3  condemned  (Biadene,  Batini e  Violin)
1970:  APPELLO,  2  condemned  (Biadene,  Sensidoni)
1971:  CASSAZIONE,  like  II  phase.    Predictable  event  (but  punishment  reduced!)
2000:  Agreement  between  ENEL,  Montedison (SADE)  and  State.  33.3%  re-­payment
BOOKS
Marco  Paolini  – Vajont,  9  ottobre  ‘63.  Orazione  Civile
Marcel  Roubault – Le  catastrofi  naturali  sono  prevedibili
Tina  Merlin  – Sulla  pelle  viva
Edoardo  Semenza  – La  storia  del  Vajont  raccontata  dal  geologo  che  ha  scoperto  
la  frana
Ideas,  Data  and  Graphics  re-­elaborated  from  originals  produced  by  ENEL,  Paolini and  Roubault.

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The Vajont Disaster, 1963

  • 1. 9   October 1963 Alessandro  Masoero  |  Politecnico  di  Torino alessandro.masoero@polito.it
  • 2. HYSTORICAL CONTEST | ECON. BOOM 1 9 6 3 URBAN GROWTH Cartiere Burgo – Mantova 1961  – 1963 Pier  Luigi  Nervi Suspended  structure  30  x  250  m Le  mani sulla città Francesco  Rosi “the  characters  of  the  movie  are   not  real,  but  it  is  authentic  the   social  and  cultural  reality  that   produces  this  kind  of   characters.”  [movie  quote]
  • 3. HYSTORICAL CONTEST | ECON. BOOM 1 9 6 3 SCIENCE and TECHNOLOGY Giulio Natta Chemistry  Nobel Isotactic  Polypropylene– Moplen Vajont Dam Carlo  Semenza Highest  arch  dam  in  the  world   (currently  n.  3)
  • 4. S.A.D.E. | Società Adriatica di Elettricità 1902  – Created  at  Venice  by  Giuseppe  Volpi 1962  – law  n.  1643,  electric  system  nationalisation 1964  – S.A.D.E.  closes PIAVE  NET From  Travenanzes (BZ)    1740  m  slm To  Livenza  River  (at 22  m  slm)
  • 5. GRANDE VAJONT Project Pieve  Dam Vajont  Dam Val  Gallina   Dam Soverzene   Power Plant 240  MW Gardona Power Plant Pontesei Power Plant Vodo  Dam Valle  Dam Pontesei Dam VODO 855  m  slm 918  000  m3 PONTESEI 775  m  slm 634  000  m3 VALLE 706.5  m  slm 1  106  000  m3 PIEVE 683.5  m  slm 46  347  000  m3 VAJONT 683.5  m  slm 105  000  000  m3 VAL  GALLINA 677  m  slm 4  900  000  m3
  • 6. HISTORY OF A TRAGEDY 1956 – SADE  comes 1957 – Project  changes 1958 – Testing  Commission 1959 – Geological  surveys  “war” 1960 – I  Filling  and  Landslide 1961 – Bypass  tunnel 1962 – II  Filling  and  Model 1963 – III  Filling,  ENEL  comes level 710 m   700 m  limit Construction  starts.  Ends  in  1960 landslide v h  reservoir C.S.LL.PP.  positive  advice  >  h   ∝
  • 7. KNOWN PROBLEMS November 1960  – 700  000  m3  landslide TOPONOMASTIC à Monte  Toc,  in  regional  dialect  “Patoc”  means  “rotten”
  • 8. THE LANDSLIDE GEOLOGICAL  SURVEYS “No  landslide  happens  from  a  second  to  another.  This  kind  of  behaviour  it  is   impossible  for  a  mountain.”  A.  Heim  – 1932     Caloi 1959 Superficial Debris Semenza  &   Giudici 1960 Paleo-­landslide Müller 1961 200  000  000  m3 Caloi   1961 Fractured  rock 150m  deep Ghetti  &   Marzolo   1961  -­ 62 Hydraulics  models 40  000  000  m3 1  minute I  filling, nov ’60  landslide Bypass  tunnel,  600  m 710  m II   filling III  filling,   landslide 9  oct ‘63
  • 9. M.  BorgàM.  Salta M.  Pul LANDSLIDELongarone Overtop >  150  m dam:  264  m 240-­270 millions  of  m³   landslide in 115 millions  of  m³  of  water   in   30 – 40 seconds
  • 10. 700 500 600 1100 500 800 700 500 600 1100 500 800 1  – FIRST  STEP Lower part of the landslide reaches the opposite valley side REFERENCE  POINTS STARTING  POINT LANDSLIDE| DYNAMICS
  • 11. 700 500 600 1100 500 800 700 500 600 1100 500 800 Higher layers reach the opposite valley side Middle layer reaches the opposite valley side 3  – THIRD  STEP 2  – SECOND  STEP LANDSLIDE| DYNAMICS
  • 14. CASSO Reservoir level 710  m  slm Monte  Toc   Landslide
  • 15. CASSO Reservoir level 710  m  slm Monte  Toc   Landslide Inundated     areas
  • 16. THE WAVE Longarone I  PHASE Wave  occupying  all  the  Vajont Canyon: Wet  A.  Canyon  ≅ 10  000  m2 L.  Canyon  ≅ 1400  m V  ≅ 14  x  106 m3 Q  =  (14  x  106)  /  240  ≅ 60  m3/s 600 800 1000 12004  minutes  to  reach  Longarone Δt between  electricy outage  in  Colomber Power  House   and  Austria  trasmission line
  • 17. THE TRAGEDY Pirago church  tower  bell,  one  of   the  two  survived  buildings   (together  with  the  dam   structure) 25-­30 millions  of  m³  overtopped   the  dam  toward  the  Piave Valley Wave  with  v =  1400  /  240  ≅ 6 m/s   following  the  pressurised  air Hiroshima  bomb  effect 12 kt =  12  *  106 kg  di  T.N.T.
  • 18. LA TRAGEDIA | LONGARONE 1450  deaths  Longarone (4000  inhabitants)
  • 19. THE TRAGEDY | LONGARONE 1450  deaths  Longarone (4000  inhabitants)
  • 20. THE TRAGEDY | UPSTREAM 158  deaths at Erto  and  Casso
  • 21. CONSEGUENCES Testing  “rush”? Testing  compulsory  for  Public  funds SADE  value  depends  not  directly  on   Vajont reservoir  but  on  stocks   quotation  from  1959  to  1962 Landslide  hidden  to  not  lowering  the   SADE  value  (to  be  sold  to  ENEL) TRAIL  1968  – 1971  :  11  under  judgment 1969: I  GRADO,  3  condemned  (Biadene,  Batini e  Violin) 1970:  APPELLO,  2  condemned  (Biadene,  Sensidoni) 1971:  CASSAZIONE,  like  II  phase.    Predictable  event  (but  punishment  reduced!) 2000:  Agreement  between  ENEL,  Montedison (SADE)  and  State.  33.3%  re-­payment
  • 22. BOOKS Marco  Paolini  – Vajont,  9  ottobre  ‘63.  Orazione  Civile Marcel  Roubault – Le  catastrofi  naturali  sono  prevedibili Tina  Merlin  – Sulla  pelle  viva Edoardo  Semenza  – La  storia  del  Vajont  raccontata  dal  geologo  che  ha  scoperto   la  frana Ideas,  Data  and  Graphics  re-­elaborated  from  originals  produced  by  ENEL,  Paolini and  Roubault.