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AQUA SWIFT SOLUTIONS PROJECT
TECHNICAL PROPOSAL
JUNE 2015
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
2	
  
Contents	
  
INTRODUCTION	
  .................................................................................................................................	
  3	
  
CONCEPT	
  ............................................................................................................................................	
  5	
  
Water	
  Sourcing	
  ..................................................................................................................................	
  5	
  
Rubber	
  Dam	
  .......................................................................................................................................	
  6	
  
Rubber	
  Dam	
  Application	
  ....................................................................................................................	
  6	
  
Hydraulic	
  Elevator	
  Dam	
  (HEV)	
  ...........................................................................................................	
  8	
  
Pumping	
  ...........................................................................................................................................	
  10	
  
How	
  Super	
  Power	
  Pump	
  works.	
  ......................................................................................................	
  10	
  
The	
  Salient	
  Features	
  of	
  the	
  SP	
  Pump:	
  ..............................................................................................	
  11	
  
The	
  SP	
  Pump’s	
  high	
  technology	
  also	
  enhances	
  high	
  efficiency	
  in:	
  ..................................................	
  11	
  
Advantages	
  of	
  the	
  SP	
  Pump:	
  ............................................................................................................	
  11	
  
Evolution	
  of	
  the	
  SP	
  Pump	
  ................................................................................................................	
  12	
  
Comparison	
  Between	
  Conventional	
  Electromechanical	
  and	
  SP	
  Pump	
  ............................................	
  12	
  
Application	
  Sectors	
  and	
  Prospects	
  ..................................................................................................	
  14	
  
Pump	
  Selection	
  ................................................................................................................................	
  14	
  
Water	
  Supply	
  Capacity	
  of	
  SP	
  Pump	
  .................................................................................................	
  14	
  
Installation	
  &	
  Configuration	
  ............................................................................................................	
  18	
  
Installation	
  of	
  Two	
  or	
  More	
  Super	
  Power	
  Pumps	
  ............................................................................	
  19	
  
Water	
  treatment	
  .............................................................................................................................	
  25	
  
Water	
  storage	
  ..................................................................................................................................	
  27	
  
Water	
  supply	
  ...................................................................................................................................	
  27	
  
INSTALLATION	
  OF	
  THE	
  AQUA	
  SWIFT	
  SOLUTION	
  PROJECT	
  ...............................................................	
  28	
  
CONCLUSION	
  ...................................................................................................................................	
  30	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
3	
  
INTRODUCTION	
  
There	
   are	
   two	
   calamities	
   that	
   have	
   continuously	
   haunted	
   Africa	
   since	
   its	
   formation:	
   flooding	
   and	
  
scarcity	
  of	
  water.	
  As	
  though	
  to	
  play	
  a	
  mockery,	
  nature	
  supplies	
  most	
  parts	
  of	
  our	
  continent	
  with	
  
abundant	
   rainfall	
   flooding	
   our	
   city	
   streets,	
   bursting	
   river	
   banks	
   and	
   drenching	
   our	
   farms	
   then	
   a	
  
subsequent	
  dry	
  period	
  ensues	
  leaving	
  us	
  with	
  no	
  sufficient	
  supply	
  of	
  water	
  for	
  farming	
  and	
  domestic	
  
use.	
  
This	
   has	
   adversely	
   impacted	
   our	
   socio-­‐economic	
   status	
   as	
   most	
   of	
   Africa’s	
   economies	
   rely	
   on	
  
Agriculture	
   as	
   their	
   main	
   GDP	
   earner.	
   Scarcity	
   of	
   water	
   has	
   also	
   served	
   as	
   a	
   hindrance	
   to	
  
development	
  of	
  various	
  sectors	
  including	
  education	
  and	
  has	
  been	
  source	
  of	
  conflict	
  as	
  communities	
  
scramble	
  for	
  this	
  apparently	
  scarce	
  resource.	
  
We	
  at	
  Aptus	
  International	
  Engineering	
  Co.	
  Ltd	
  recognized	
  this	
  twin-­‐crisis	
  and	
  sought	
  to	
  find	
  a	
  lasting	
  
simultaneous	
  solution.	
  We	
  presented	
  the	
  status	
  of	
  water	
  supply	
  in	
  Kenya	
  to	
  experienced	
  personnel	
  
in	
  different	
  fields	
  in	
  world	
  renowned	
  research	
  stations	
  and	
  engineering	
  firms	
  and	
  asked	
  them	
  to	
  use	
  
the	
  country	
  as	
  a	
  case	
  study	
  for	
  their	
  research.	
  All	
  of	
  their	
  report	
  statements	
  seemed	
  to	
  agree.	
  They	
  
read:	
  
“Rainfall	
  is	
  seasonal.	
  This	
  means	
  if	
  one	
  were	
  to	
  rely	
  on	
  it	
  only	
  as	
  a	
  source	
  of	
  
water,	
  they	
  would	
  have	
  to	
  do	
  sufficient	
  collection	
  and	
  storage	
  of	
  rainwater	
  so	
  as	
  
to	
  use	
  it	
  during	
  the	
  dry	
  season.	
  This	
  however	
  rarely	
  happens	
  and	
  rainwater	
  flows	
  
freely	
  to	
  waste	
  landing	
  us	
  in	
  serious	
  water	
  crisis.	
  
Today,	
  over	
  one	
  billion	
  people	
  in	
  developing	
  countries	
  do	
  not	
  have	
  regular	
  access	
  
to	
  any	
  water	
  and	
  millions	
  more	
  do	
  not	
  have	
  access	
  to	
  clean,	
  safe	
  drinking	
  water.	
  
This	
  not	
  only	
  impacts	
  the	
  livelihoods	
  of	
  the	
  people	
  but	
  also	
  hinders	
  economic	
  
development,	
  as	
  millions	
  of	
  dollars	
  are	
  lost	
  in	
  healthcare	
  costs,	
  productivity	
  loss	
  
and	
  premature	
  deaths	
  of	
  humans	
  and	
  livestock	
  amongst	
  other	
  effects.	
  “LACK	
  OF	
  
ELECTRICITY	
  TO	
  pump	
  water	
  to	
  storage	
  towers	
  is	
  the	
  main	
  hindrance	
  to	
  
sufficient	
  supply	
  of	
  water	
  in	
  the	
  country.”	
  
	
  
Subsequently,	
   we	
   challenged	
   the	
   same	
   experts	
   to	
   solve	
   this	
   problem	
   by	
   inventing	
   a	
   pump	
   that	
  
required	
  no	
  electrical	
  force	
  to	
  operate.	
  The	
  process	
  that	
  started	
  with	
  the	
  phrase	
  “It	
  is	
  impossible”	
  
has	
  borne	
  fruits.	
  
We	
  are	
  pleased	
  to	
  present	
  to	
  you,	
  ‘THE	
  AQUA-­‐SWIFT	
  SOLUTION’;	
  the	
  technology	
  that	
  seeks	
  to	
  solve	
  
the	
   twin	
   crisis	
   that	
   necessitated	
   this	
   research.	
   This	
   solution	
   shall	
   solve	
   flooding	
   problems	
   while	
  
providing	
  water	
  supply	
  all-­‐year-­‐round	
  to	
  areas	
  away	
  from	
  the	
  point	
  of	
  water	
  source.	
  
It	
  involves	
  the	
  use	
  of	
  a	
  pump	
  dubbed	
  ‘SUPER	
  POWER	
  PUMP’	
  that	
  neither	
  requires	
  a	
  fueled	
  engine	
  
nor	
  electricity	
  to	
  run.	
  Accordingly	
  its	
  operation	
  cost	
  is	
  zero.	
  This	
  is	
  the	
  solution	
  to	
  the	
  main	
  hindrance	
  
(lack	
  of	
  electricity)	
  to	
  hydro	
  efficiency	
  as	
  identified	
  by	
  all	
  our	
  researchers.	
  
In	
  this	
  document,	
  the	
  four	
  parts	
  of	
  Aqua-­‐Swift	
  Solution	
  have	
  been	
  explained	
  in	
  detail	
  individually	
  and	
  
how	
  they	
  are	
  combined	
  to	
  collect	
  water	
  and	
  deliver	
  it	
  for	
  use	
  at	
  home	
  or	
  in	
  the	
  farms.	
  
Aptus	
  hopes	
  to	
  partner	
  with	
  as	
  many	
  governments,	
  non-­‐governmental	
  organizations,	
  companies	
  and	
  
individuals	
   to	
   supply	
   this	
   solution	
   to	
   as	
   many	
   people	
   as	
   may	
   need	
   it.	
   We	
   welcome	
   more	
   ideas,	
  
counsel	
  and	
  partnerships	
  towards	
  the	
  application	
  of	
  this	
  newly	
  found	
  knowledge.	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
4	
  
THANK	
  YOU.	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
5	
  
CONCEPT	
  
	
  
AQUA	
  SWIFT	
  SOLUTION’s	
  efficiency	
  is	
  realized	
  in	
  a	
  four	
  (4)-­‐stage	
  process.	
  
	
  
1. Water	
  sourcing.	
  
2. Pumping.	
  
3. Water	
  storage.	
  	
  	
  	
  
4. Water	
  supply.	
  (Irrigation,	
  treatment	
  and	
  supply).	
  
	
  
	
  
Water	
  Sourcing	
  
In	
  most	
  parts	
  of	
  Africa	
  we	
  have	
  abundant	
  water	
  resources	
  from	
  both	
  natural	
  and	
  artificial	
  means.	
  
Natural	
  resources	
  include	
  geological	
  catchment	
  areas,	
  lakes,	
  rivers,	
  seas	
  and	
  rain	
  while	
  dams,	
  ponds	
  
and	
  underground	
  tanks	
  (collection	
  points)	
  are	
  artificially	
  constructed	
  for	
  water	
  collection.	
  	
  
The	
  co-­‐relation	
  of	
  natural	
  and	
  artificial	
  water	
  resources	
  is	
  inevitable	
  if	
  an	
  all-­‐year-­‐round	
  supply	
  of	
  
water	
  is	
  required.	
  The	
  natural	
  water	
  resources	
  may	
  supply	
  immense	
  amounts	
  of	
  water	
  during	
  the	
  
wet	
  season	
  but	
  narrow	
  down	
  and	
  supply	
  relatively	
  lower	
  amounts	
  of	
  water	
  during	
  the	
  dry	
  season.	
  	
  
As	
  such	
  we	
  must	
  ensure	
  sufficient	
  collection	
  of	
  water	
  from	
  natural	
  sources	
  using	
  artificial	
  means	
  eg:	
  
dams,	
  ponds	
  and	
  underground	
  tanks.	
  These	
  means	
  also	
  may	
  act	
  as	
  methods	
  of	
  flood	
  control	
  as	
  they	
  
provide	
  storage	
  for	
  water	
  from	
  rainstorms	
  and	
  burst	
  rivers	
  that	
  may	
  otherwise	
  cause	
  flooding.	
  This	
  is	
  
where	
  the	
  adverse	
  effects	
  of	
  flooding	
  are	
  prevented	
  in	
  this	
  solution.
Our	
  research	
  team	
  recommends	
  the	
  following	
  methods	
  of	
  water	
  collection.	
  
1. Rubber	
  dams.	
  
2. Hydraulic	
  elevator	
  dams.	
  
	
   	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
6	
  
Rubber	
  Dam	
  
Rubber	
  dam	
  is	
  a	
  new	
  type	
  of	
  hydraulic	
  structure	
  made	
  of	
  high-­‐strength	
  fabric	
  with	
  rubber	
  lining	
  
forming	
  a	
  cylindrical	
  bag	
  that	
  is	
  anchored	
  on	
  the	
  base/floor	
  of	
  the	
  dam.	
  The	
  rubber	
  dam	
  is	
  used	
  for	
  
water	
  retention,	
  which	
  is	
  done	
  by	
  filling	
  water	
  or	
  air	
  into	
  the	
  dam	
  bag,	
  and	
  for	
  flood	
  release	
  by	
  
emptying	
  water	
  or	
  air	
  from	
  the	
  dam	
  bag.	
  
	
  
	
  
	
  
	
  
A	
  rubber	
  dam	
  with	
  spans	
  on	
  overflow	
  weir	
  of	
  a	
  hydropower	
  station	
  
The	
  ruber	
  dam	
  may	
  either	
  be	
  used	
  with	
  or	
  without	
  electricity	
  depending	
  on	
  whether	
  the	
  user	
  would	
  
like	
  to	
  regulate	
  the	
  content	
  (air/water)	
  in	
  the	
  rubber	
  dam	
  bag.	
  If	
  there	
  is	
  no	
  regulation	
  required,	
  the	
  
content	
  in	
  the	
  rubber	
  dam	
  bag	
  may	
  stay	
  intact	
  since	
  instalation	
  for	
  as	
  long	
  as	
  required.	
  
If	
  regulation	
  is	
  required	
  the	
  rubber	
  dam	
  bag	
  has	
  to	
  be	
  connected	
  to	
  a	
  power	
  source.	
  However	
  
electricity	
  is	
  only	
  used	
  during	
  filling	
  of	
  the	
  rubber	
  dam	
  bag.	
  Content	
  can	
  be	
  released	
  freely	
  without	
  
the	
  use	
  of	
  electricity.	
  
	
  
Rubber	
  Dam	
  Application	
  
Rubber	
  dams	
  have	
  a	
  wide	
  prospect	
  in	
  the	
  world	
  since	
  they	
  can	
  be	
  used	
  especially	
  for	
  irrigation,	
  
hydropower	
  generation,	
  environmental	
  improvement	
  and	
  recreation	
  purpose.	
  Rubber	
  dams	
  are	
  also	
  
known	
  to	
  have	
  beneficial	
  impact	
  on	
  the	
  environment	
  and	
  ecology.	
  
	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
7	
  
	
  
Advantages	
  of	
  Rubber	
  Dam	
  
• Saves	
  huge	
  amount	
  of	
  costs	
  as	
  use	
  of	
  steel,	
  cement,	
  timber	
  and	
  other	
  construction	
  materials	
  
is	
   limited.	
   The	
   total	
   investment	
   cost	
   is	
   30-­‐40%	
   lower	
   than	
   that	
   of	
   conventional	
   gated	
  
regulating	
  structures.	
  	
  
• Rubber	
   dams	
   also	
   have	
   lower	
   operation	
   and	
   maintenance	
   cost	
   as	
   compared	
   to	
   other	
  
methods	
  of	
  water	
  sourcing.	
  
• The	
  dam	
  body	
  can	
  be	
  fully	
  deflated	
  to	
  lower	
  it	
  to	
  flat	
  level	
  on	
  base	
  floors	
  so	
  that	
  flood	
  flows	
  
passes	
  without	
  any	
  obstruction	
  unlike	
  other	
  dam	
  types.	
  	
  
• Rubber	
  dam	
  bags	
  can	
  go	
  as	
  long	
  as	
  100	
  meters	
  without	
  dividing	
  piers.	
  This	
  provides	
  full	
  width	
  
of	
  the	
  active	
  cross-­‐section	
  ina	
  river	
  channel	
  when	
  releasing	
  floods	
  and	
  reduces	
  the	
  risk	
  of	
  the	
  
tube	
  ripping	
  apart.	
  
• The	
   load	
   of	
   dam	
   body	
   is	
   evenly	
   distributed	
   on	
   foundation.	
   This	
   lessens	
   treatment	
   of	
  
foundations	
  oil	
  to	
  bare	
  minimum	
  or	
  none	
  in	
  some	
  cases.	
  
• Construction	
   and	
   installation	
   are	
   quicker	
   compared	
   to	
   conventional	
   gated	
   regulating	
  
structures.	
  
• Rubber	
  dam	
  can	
  adapt	
  to	
  differential	
  settlement	
  of	
  foundation.	
  
	
  
Installation,	
  Operation	
  and	
  Maintenance	
  Costs	
  
Rubber	
   dam’s	
   exact	
   installation,	
   operation	
   and	
   maintenance	
   costs	
   may	
   vary	
   depending	
   on	
   users’	
  
requirements	
  and	
  physical	
  nature	
  of	
  the	
  proposed	
  site.	
  As	
  such,	
  a	
  study	
  specific	
  to	
  the	
  proposed	
  site	
  
must	
  be	
  carried	
  out	
  in	
  order	
  to	
  advice	
  the	
  user	
  on	
  the	
  appropriate	
  size	
  and	
  type	
  that	
  shall	
  deliver	
  the	
  
required	
  results.	
  However,	
  the	
  cost	
  of	
  installing	
  a	
  rubber	
  dam	
  on	
  a	
  site	
  that	
  shall	
  require	
  minimal	
  or	
  
no	
  earth	
  works	
  is	
  $100’000-­‐	
  1’000’000	
  depending	
  on	
  size	
  and	
  type	
  of	
  dam	
  bag	
  used.	
  The	
  operation	
  
and	
  maintenance	
  costs	
  shall	
  also	
  be	
  determined	
  on	
  case-­‐by-­‐case	
  basis	
  but	
  may	
  not	
  exceed	
  $300	
  per	
  
month.	
  	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
8	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
Hydraulic	
  Elevator	
  Dam	
  (HEV)	
  
As	
   the	
   name	
   suggests,	
   this	
   type	
   of	
   dam	
   operates	
   using	
   hydraulic	
   rod	
   connected	
   to	
   spindle-­‐hinge	
  
shaped	
  gates.	
  The	
  hydraulic	
  rod	
  conducts	
  elavation	
  and	
  lowering	
  of	
  the	
  gates	
  as	
  required.	
  
	
  
	
  
	
  
This	
  dam	
  is	
  an	
  innovative	
  achievement	
  in	
  water	
  conservancy	
  science	
  and	
  technology.	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
9	
  
	
  
	
  
Advantages	
  of	
  HEV.	
  
	
  
• Provides	
  for	
  rapid	
  elevating	
  and	
  lowering	
  of	
  gates	
  thus	
  increasing	
  efficiency.	
  
• Helps	
  in	
  ecological	
  enviromental	
  protection	
  
• Provides	
  for	
  safe	
  flood	
  control	
  as	
  the	
  gates	
  are	
  highly	
  reliable	
  and	
  cannot	
  give	
  to	
  hydraulic	
  
pressure.	
  	
  
• The	
  comprehensive	
  cost	
  is	
  also	
  low	
  cosidering	
  the	
  realised	
  efficiency.	
  
	
  
	
  
Installation,	
  Operation	
  and	
  Maintenance	
  Costs	
  
Hydraulic	
  elevator	
  dam’s	
  exact	
  installation,	
  operation	
  and	
  maintenance	
  costs	
  may	
  vary	
  depending	
  on	
  
users’	
   requirements	
   and	
   physical	
   nature	
   of	
   the	
   proposed	
   site.	
   As	
   such,	
   a	
   study	
   specific	
   to	
   the	
  
proposed	
  site	
  must	
  be	
  carried	
  out	
  in	
  order	
  to	
  advice	
  the	
  user	
  on	
  the	
  appropriate	
  size	
  and	
  type	
  that	
  
shall	
  deliver	
  the	
  required	
  results.	
  However,	
  the	
  cost	
  of	
  installing	
  a	
  rubber	
  dam	
  on	
  a	
  site	
  that	
  shall	
  
require	
  minimal	
  or	
  no	
  earth	
  works	
  is	
  $1’000’000-­‐	
  10’000’000	
  depending	
  on	
  size	
  and	
  type	
  dam	
  gate	
  
used.	
  The	
  operation	
  and	
  maintenance	
  costs	
  shall	
  also	
  be	
  determined	
  on	
  case-­‐by-­‐case	
  basis	
  but	
  may	
  
not	
  exceed	
  $1000	
  per	
  month.	
  	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
10	
  
	
  
Pumping	
  
In	
  order	
  for	
  water	
  to	
  be	
  used	
  on	
  the	
  ground,	
  it	
  requires	
  to	
  come	
  from	
  a	
  relatively	
  higher	
  point.	
  
A	
  gadget	
  (pump)	
  is	
  therefore	
  installed	
  to	
  assist	
  in	
  lifting	
  of	
  the	
  water	
  from	
  the	
  collection	
  points	
  
to	
  the	
  water	
  storage	
  towers	
  that	
  are	
  built	
  relatively	
  on	
  a	
  higher	
  point	
  so	
  as	
  to	
  enable	
  supply	
  via	
  
for	
  use	
  using	
  gravitational	
  force.	
  	
  
Aqua-­‐Swift	
   Solution	
   researchers	
   arrived	
   at	
   LACK	
   OF	
   ELECTRICITY	
   as	
   the	
   main	
   hindrance	
   to	
  
pumping	
  water	
  since	
  most	
  efficient	
  pumps	
  available	
  in	
  the	
  market	
  require	
  electrical	
  force	
  to	
  
run.	
  In	
  Africa,	
  electricity	
  is	
  scarce	
  and	
  very	
  expensive	
  where	
  present.	
  It	
  therefore	
  would	
  mean	
  
that	
  without	
  the	
  provision	
  of	
  cheap	
  means	
  to	
  electricity	
  or	
  the	
  invention	
  of	
  an	
  efficient	
  non-­‐
electric	
  pump,	
  the	
  Aqua-­‐Swift	
  Solution	
  would	
  be	
  incapacitated	
  at	
  this	
  stage.	
  	
  
We	
  are	
  glad	
  to	
  report	
  that	
  our	
  partners	
  in	
  research	
  have	
  invented	
  a	
  pump	
  dubbed	
  ‘Super	
  
Power	
  Pump’	
  that	
  is	
  efficient	
  and	
  requires	
  no	
  electricity	
  to	
  run.	
  The	
  pump’s	
  concept,	
  efficiency,	
  
advantages	
  and	
  disadvantages	
  are	
  discussed	
  herein.	
  
	
  
How	
  Super	
  Power	
  Pump	
  works.	
  
Think	
  about	
  how	
  the	
  hearts	
  operates	
  within	
  the	
  body.	
  It	
  supplies	
  blood	
  to	
  all	
  parts	
  of	
  the	
  body	
  
throughout	
  our	
  lives	
  without	
  us	
  being	
  plugged	
  into	
  a	
  power	
  source.	
  This	
  is	
  where	
  the	
  SP	
  Pump	
  
borrows	
   its	
   concept.	
   It	
   seeks	
   utilize	
   a	
   super-­‐low	
   water	
   head	
   (inlet)	
   to	
   internally	
   generate	
  
enough	
  hydraulic-­‐pressure	
  and	
  automatically	
  pump	
  fluids	
  vertically.	
  	
  
The	
  SP	
  Pump	
  surges	
  pressure,	
  which	
  is	
  produced	
  by	
  water	
  flowing	
  through	
  two	
  check	
  valves	
  
that	
   open	
   and	
   close	
   periodically.	
   Hydraulic	
   Pressure	
   is	
   accumulated	
   from	
   the	
   force	
   of	
   the	
  
flowing	
  water	
  at	
  the	
  first	
  check	
  valve	
  at	
  the	
  inlet.	
  After	
  the	
  pressure	
  has	
  built	
  up,	
  the	
  second	
  
check	
  valve	
  at	
  the	
  outlet	
  opens	
  and	
  releases	
  the	
  water	
  with	
  pressure	
  to	
  pipes	
  channeling	
  it	
  to	
  a	
  
relatively	
  higher	
  outlet.	
  
See	
  diagram	
  below.	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
11	
  
The	
  Salient	
  Features	
  of	
  the	
  SP	
  Pump:	
  
• SP	
  pump	
  neither	
  requires	
  electricity	
  nor	
  fuel	
  to	
  operate.	
  
• No	
   operation	
   costs	
   are	
   incurred	
   as	
   the	
   pump	
   can	
   operate	
   continuously	
   with	
   no	
  
supervision.	
  
• SP	
  Pump’s	
  inlet	
  has	
  to	
  be	
  slanted	
  or	
  submerged	
  into	
  a	
  flowing	
  water	
  source	
  to	
  ensure	
  
the	
   water	
   flows	
   into	
   the	
   pump	
   with	
   high	
   velocity.	
   No	
   supervision	
   is	
   required	
   during	
  
operation.	
  	
  
• The	
  pump	
  can	
  operate	
  continuously	
  all	
  year	
  round	
  as	
  long	
  as	
  there	
  is	
  water	
  flowing	
  at	
  
the	
  source.	
  
• SP	
  Pump’s	
  reliability	
  is	
  very	
  high	
  since	
  it	
  has	
  only	
  two	
  moving	
  parts;	
  the	
  check	
  valves.	
  Its	
  
service	
  life	
  is	
  over	
  100	
  years	
  and	
  other	
  than	
  periodic	
  replacement	
  of	
  the	
  sealing	
  rings	
  
and	
  springs	
  at	
  the	
  check	
  valves,	
  the	
  SP	
  Pump	
  needs	
  no	
  repair.	
  The	
  replaceable	
  parts	
  
can	
   last	
   from	
   three	
   (3)	
   to	
   ten	
   (10)	
   years	
   depending	
   on	
   the	
   quality	
   of	
   water	
   at	
   the	
  
source.	
  
• The	
  total	
  investment	
  in	
  setting	
  up	
  SP	
  Pump	
  is	
  about	
  30%	
  that	
  of	
  the	
  conventional	
  pump	
  
station	
   with	
   the	
   same	
   capacity	
   as	
   no	
   pump	
   station	
   and	
   power	
   supply	
   facilities	
   are	
  
required,	
  as	
  in	
  the	
  latter.	
  
	
  
The	
  SP	
  Pump’s	
  high	
  technology	
  also	
  enhances	
  high	
  efficiency	
  in:	
  
• Minimized	
   noise	
   level	
   below	
   70dB,	
   satisfying	
   most	
   urban	
   areas’	
   requirements	
   on	
  
environmental	
  conservation.	
  
• Reduced	
  resistance	
  and	
  vibration	
  that	
  helps	
  in	
  prevention	
  of	
  cavity	
  formation	
  and	
  soil	
  
erosion.	
  A	
  fixed	
  guiding	
  device	
  is	
  provided	
  at	
  the	
  bottom	
  of	
  the	
  clack	
  check	
  valves	
  to	
  
decrease	
  the	
  effects	
  from	
  the	
  resistance	
  of	
  the	
  pump	
  during	
  its	
  operation.	
  
• A	
   hydraulic	
   thrust	
   device	
   that	
   regulates	
   automatically	
   the	
   rubber	
   seal	
   at	
   the	
   water	
  
discharge	
   valve	
   thus	
   decreasing	
   the	
   clack’s	
   weight	
   reduces	
   vibration	
   of	
   the	
   SP	
   Pump	
  
while	
   operating.	
   A	
   clack	
   (rubber	
   seal)	
   is	
   provided	
   at	
   the	
   back	
   of	
   the	
   water	
   discharge	
  
valve	
  to	
  mitigate	
  resistance	
  and	
  prevent	
  the	
  clack	
  from	
  vibrating	
  as	
  well.	
  
• At	
   the	
   outlet	
   of	
   the	
   water	
   discharge	
   valve,	
   an	
   energy-­‐recycling	
   device	
   is	
   provided	
   to	
  
reduce	
  the	
  velocity	
  head	
  loss.	
  
	
  
Advantages	
  of	
  the	
  SP	
  Pump:	
  
• Ensures	
   the	
   success	
   of	
   the	
   Aqua-­‐Swift	
   Solution	
   thus	
   making	
   water	
   accessible	
   for	
  
community	
  members	
  in	
  areas	
  where	
  there	
  is	
  lack	
  electricity.	
  
• Improved	
  socio-­‐economic	
  standards	
  by	
  ensuring	
  that	
  water	
  is	
  available	
  for	
  farming	
  use	
  
domestic	
  and	
  commercial	
  purposes.	
  
• Reduction	
   of	
   the	
   carbon	
   footprint	
   as	
   the	
   source	
   of	
   power	
   for	
   running	
   the	
   pump	
   is	
  
renewable	
  unlike	
  that	
  of	
  electromagnetic	
  pump.	
  
• SP	
   Pump’s	
   efficiency	
   also	
   helps	
   in	
   utilizing	
   super-­‐low	
   water	
   levels	
   in	
   urban	
   areas	
   to	
  
provide	
  water	
  for	
  greening,	
  landscaping	
  and	
  firefighting.	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
12	
  
Evolution	
  of	
  the	
  SP	
  Pump	
  
In	
  recent	
  years,	
  the	
  joint	
  team	
  consisting	
  of	
  Aptus	
  International	
  Engineering	
  Co.	
  Ltd,	
  its	
  partners	
  
and	
  various	
  international	
  institutes	
  of	
  water	
  resources	
  have	
  been	
  devoted	
  to	
  the	
  study	
  of	
  the	
  
new	
  Super	
  Power	
  Pump.	
  Three	
  kinds	
  of	
  the	
  hydraulic	
  ram	
  pump	
  have	
  been	
  developed	
  
autonomously	
  and	
  originally:	
  
• Super	
  power	
  pump	
  I	
  
• Super	
  Power	
  Pump	
  II	
  with	
  environmental	
  protection	
  and	
  low	
  noise.	
  	
  
• Super	
  Power	
  Pump	
  with	
  high	
  efficiency	
  and	
  low	
  noise.	
  
The	
   (Super	
   Power	
   Pump	
   with	
   high	
   efficiency	
   and	
   low	
   noise)	
   SP	
   pump	
   is	
   the	
   most	
   refined	
  
version	
  of	
  our	
  concept	
  and	
  it	
  delivers	
  services	
  as	
  required	
  with	
  the	
  highest	
  efficiency.	
  
	
  
	
  
	
  
	
  
	
  
Comparison	
  Between	
  Conventional	
  Electromechanical	
  and	
  SP	
  Pump	
  
Aspect	
   SP	
  pump	
  	
   Electromechanical	
  water	
  pump	
  
	
  
Application	
  
conditions	
  
1.	
   Pump	
   depends	
   on	
   the	
  
abundance	
   of	
   water	
   at	
  
source.	
  
2.	
   Certain	
   drop	
   in	
   height	
   (H)	
   at	
  
water	
   resources	
   is	
   required.	
  
0.5m<H<10m.More	
   than	
  
0.5meters	
   but	
   less	
   than	
  
10meters.	
   4meters	
   is	
   the	
  
best.	
  
1.	
   Pump	
   depends	
   on	
   the	
   abundance	
   of	
  
water	
  at	
  source.	
  
2.	
  No	
  drop	
  at	
  water	
  resources	
  is	
  required.	
  	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
Super	
  Power	
  Pump	
  I	
  	
   Super	
  Power	
  Pump	
  II	
  with	
  Environmental	
  
Protection	
  and	
  Low	
  Noise	
  
Super	
  Power	
  Pump	
  with	
  High	
  Efficiency	
  and	
  Low	
  Noise	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
13	
  
	
  
Operation	
  
and	
  
maintenance	
  
cost	
  
1.	
  SP	
  Pump’s	
  has	
  a	
  service	
  life	
  of	
  
up	
  to	
  100	
  years.	
  The	
  only	
  
replaceable	
  parts	
  are	
  two	
  
rubber	
  sealing	
  rings	
  at	
  the	
  
check	
  valves	
  which	
  should	
  be	
  
done	
  every	
  5	
  years.	
  No	
  other	
  
parts	
  in	
  this	
  pump	
  can	
  break	
  
down.	
  
2.	
  Neither	
  fuel	
  nor	
  electricity	
  is	
  
required	
  thus	
  it	
  is	
  highly	
  
reliable	
  in	
  areas	
  where	
  there	
  is	
  
no	
  presence	
  of	
  electricity.	
  
3.	
  The	
  pump	
  can	
  run	
  all	
  year	
  
round	
  will	
  minimal	
  or	
  no	
  
monitoring	
  at	
  all.	
  
4.	
  SP	
  Pump	
  poses	
  no	
  risk	
  of	
  
electrocution	
  and/or	
  fires.	
  
1.	
  The	
  electromagnetic	
  pump	
  has	
  a	
  short	
  
service	
  life	
  of	
  not	
  more	
  than	
  5	
  years.	
  It	
  
requires	
  regular	
  servicing	
  and	
  
replacement	
  of	
  parts	
  and	
  can	
  break	
  
down	
  easy	
  when	
  water	
  contaminates	
  
the	
  electrical	
  parts.	
  	
  	
  
2.	
  Electricity	
  is	
  necessary	
  for	
  running	
  of	
  this	
  
pump	
  thus	
  making	
  it	
  costly	
  to	
  operate	
  
and	
  power	
  outages	
  render	
  it	
  useless.	
  
3.	
  The	
  pump	
  has	
  to	
  be	
  monitored	
  while	
  in	
  
operation	
  and	
  a	
  pump	
  house	
  is	
  required	
  
for	
  its	
  running.	
  	
  	
  
4.	
  Electrocution	
  of	
  humans	
  and	
  livestock	
  
and	
  eruption	
  fires	
  are	
  some	
  of	
  the	
  risks	
  a	
  
user	
  of	
  this	
  pump	
  has	
  to	
  run	
  in	
  case	
  of	
  
electrical	
  faults.	
  
Economic	
  
benefit	
  
SP	
  Pump	
  with	
  inlet	
  of	
  caliber	
  size	
  
500mm,	
  drop	
  height	
  H=3m,	
  raise	
  
height	
  h=30m	
  and	
  daily	
  water	
  
supply	
  capacity	
  1200m3
would	
  
require	
  no	
  running	
  costs	
  thus	
  
saving	
  the	
  user	
  over	
  USD	
  50,000	
  
per	
  year.	
  
The	
  cost	
  of	
  the	
  running	
  an	
  
electromechanical	
  pump	
  is	
  calculated	
  as	
  
follows;	
  Raise	
  height	
  h=30m,	
  daily	
  water	
  
supply	
  1200m3
,	
  USD0.3/m3
	
  for	
  330	
  days	
  
per	
  year.	
  The	
  total	
  cost	
  of	
  pumping	
  water	
  
is	
  1200×330×0.15=	
  USD59,400	
  per	
  year.	
  
	
  
	
  
	
  
Investment	
  	
  
1.	
  SP	
  pump	
  of	
  200mm	
  caliber	
  size,	
  
with	
  the	
  inlet	
  head	
  submerged	
  
3m	
  deep	
  and	
  outlet	
  head	
  raised	
  
30m	
   high,	
   can	
   supply	
  
190m³(190,000	
   liters)	
   of	
   water	
  
daily,	
   has	
   a	
   unit	
   price,	
   USD	
  
120,000;	
  
2.	
   Little	
   civil	
   works,	
   no	
   pump	
  
house	
  and	
  flood	
  control	
  facility	
  
are	
  required.	
  
3.	
   No	
   electromechanical	
  
distribution	
   equipment	
   is	
  
required.	
  
4.	
  The	
  total	
  cost	
  of	
  installation	
  of	
  
SP	
  Pump	
  is	
  about	
  USD	
  170,000.	
  
1.	
   An	
   electromechanical	
   pump	
   with	
   same	
  
water	
   supply	
   capacity	
   costs	
   about	
   USD	
  
5,000.	
  
2.	
  Pump	
  house	
  and	
  complete	
  flood-­‐control	
  
facilities	
  are	
  required.	
  For	
  supply	
  190m³	
  
of	
   water	
   per	
   day	
   these	
   equipment’s	
  
installation	
   would	
   amount	
   to	
   USD	
  
200,000	
  
3.Power	
   transmission	
   lines	
   and	
   auxiliary	
  
transformer	
   facilities	
   required	
   to	
   supply	
  
and	
   electricity	
   would	
   USD	
   50,000-­‐
100,000	
   depending	
   on	
   distance	
   from	
  
power	
  source.	
  
4.	
   Cumulatively,	
   the	
   total	
   cost	
   of	
  
installation	
  of	
  an	
  electromagnetic	
  pump	
  
to	
   produce	
   190m³	
   of	
   water	
   daily	
   would	
  
not	
  be	
  below	
  USD	
  255,	
  000.	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
14	
  
Application	
  Sectors	
  and	
  Prospects	
  
SP	
   Pumps	
   are	
   applied	
   to	
   develop	
   and	
   utilize,	
   in	
   high	
   efficiency,	
   the	
   super-­‐low	
   water	
   levels	
  
(0.5m<H<10m)	
  caused	
  by	
  the	
  natural	
  drop	
  in	
  creeks,	
  overflow	
  of	
  weirs	
  and	
  dams,	
  estuaries	
  of	
  
reclaimed	
  water,	
  artificial	
  drop	
  of	
  approach	
  channel,	
  ocean	
  wave,	
  etc.	
  Wherever	
  water	
  flows	
  
steadily,	
  the	
  SP	
  Pump	
  works.
Pump	
  Selection	
  
The	
  super	
  power	
  pump	
  size	
  must	
  be	
  selected	
  to	
  produce	
  a	
  required	
  flow	
  rate	
  while	
  generating	
  
enough	
   pressure	
   to	
   lift	
   the	
   water	
   to	
   the	
   desired	
   elevation.	
   The	
   fall	
   from	
   the	
   water	
   supply	
  
source	
   to	
   the	
   super	
   power	
   pump	
   must	
   be	
   at	
   least	
   2	
   feet	
   and	
   the	
   minimum	
   flow	
   of	
   water	
  
needed	
  is	
  roughly	
  1-­‐2	
  gallons	
  per	
  minute	
  (g/m).	
  	
  
Water	
  Supply	
  Capacity	
  of	
  SP	
  Pump	
  
The	
   SP	
   Pump	
   has	
   capacity	
   to	
   supply	
   water	
   24	
   hours	
   a	
   day.	
   The	
   water	
   discharge	
   per	
   day	
   is	
  
measured	
  in	
  meters	
  cubed	
  over	
  diameter	
  of	
  inlet	
  (m3/d,).	
  Water	
  supply	
  also	
  depends	
  on	
  the	
  
velocity	
  (V)	
  of	
  water	
  at	
  the	
  inlet	
  as	
  it	
  directly	
  impacts	
  the	
  opening	
  and	
  closing	
  of	
  the	
  inlet	
  check	
  
valve.	
  The	
  higher	
  the	
  velocity	
  the	
  faster	
  it	
  pumps	
  thus	
  the	
  volume	
  of	
  water	
  pumped	
  in	
  a	
  given	
  
period	
  of	
  time	
  is	
  higher.	
  During	
  operation,	
  the	
  SP	
  Pump’s	
  performance	
  is	
  influenced	
  by	
  many	
  
factors.	
  	
  
As	
  such,	
  The	
  Bernoulli's	
  energy	
  equation	
  of	
  the	
  constant	
  current	
  by	
  fixed	
  efficiency	
  cannot	
  be	
  
relied	
  on	
  in	
  determining	
  the	
  water	
  supply	
  capacity	
  of	
  the	
  SP	
  Pump.	
  The	
  specific	
  water	
  supply	
  
capacity	
   of	
   the	
   SP	
   Pump	
   can	
   only	
   be	
   determined	
   correctly	
   by	
   monitoring	
   various	
   models	
   or	
  
prototypes	
  working	
  simultaneously	
  within	
  similar	
  conditions.	
  
Aptus	
  International	
  Engineering	
  Company	
  and	
  its	
  partners	
  jointly	
  researched	
  three	
  kinds	
  of	
  SP	
  
Pumps	
  with	
  different	
  in	
  let	
  caliber	
  size	
  (inlet	
  diameter)	
  and	
  body	
  size.	
  
	
  
They	
  measure	
  as	
  follows:	
  (see	
  next	
  page)	
  
Product	
  1:caliber	
  size	
  100mm:	
  	
  L W H	
  =0.6m 0.4m 1.4m;	
  
Product	
  2:caliber	
  size	
  200mm:	
  	
  L W H=1.9m 1.0m 1.6m;	
  
Product	
  3:caliber	
  size	
  500mm:	
  	
  L W H=1.8m 1.0m 2.4m.	
  
	
  
	
  
	
  
	
  
	
  
	
  
× × × ×
× × × ×
× × × ×
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
15	
  
	
  
The	
  water	
  supply	
  capacity	
  of	
  each	
  pump,	
  measured	
  through	
  our	
  model	
  experiment,	
  is	
  listed	
  in	
  
Table	
  1-­‐3.	
  
Table	
  1:	
  SP	
  Pump	
  (Caliber	
  size	
  100mm)	
  
Q(Influent	
  flow)	
  	
  	
  	
  q(Outlet	
  flow)	
  	
  	
  d(day)	
  	
  	
  	
  h(Head)=m(meter)	
  	
  	
  	
  	
  H(Inlet	
  Head)=m(meter)	
  
	
  
	
  
Interpretation	
  of	
  Table	
  1:	
  
Given	
  that	
  the	
  SP	
  pump’s	
  inlet	
  is	
  installed	
  1	
  meter	
  [height	
  (H)]	
  lower	
  than	
  the	
  source	
  and	
  has	
  an	
  
inlet	
  flow	
  rate	
  (Q)	
  of	
  164-­‐319.7	
  m3
/d	
  (meters	
  cubed	
  per	
  day).	
  It	
  shall	
  supply	
  water	
  at	
  a	
  flow	
  rate	
  
of	
  17.2	
  (meters	
  cubed	
  per	
  day)	
  to	
  a	
  storage	
  installed	
  at	
  10	
  meters	
  [height	
  (h)].	
  
	
  
	
  
H/m	
  
1	
   2	
   3	
   4	
   5	
  
(m3
/d)	
  
q(m3
/d)	
  
h(m)	
  
164.2~319.
7	
  
233.3~449.
3	
  
328.3~518.
4	
  
345.6~553.
0	
  
345.6~561.
6	
  
10	
   17.2	
   45.8	
   74.9	
   	
   	
  
20	
   7.6	
   21.4	
   49.3	
   65.2	
   73.4	
  
30	
   4.0	
   12.0	
   32.1	
   45.4	
   56.0	
  
40	
   2.4	
   7.0	
   25.4	
   36.7	
   46.3	
  
50	
   2.1	
   3.8	
   17.1	
   25.5	
   35.3	
  
60	
   1.8	
   2.0	
   11.2	
   19.4	
   21.7	
  
70	
   1.3	
   1.7	
   8.0	
   12.7	
   15.0	
  
80	
   	
   1.4	
   6.2	
   10.1	
   12.2	
  
90	
   	
   1.2	
   4.9	
   7.5	
   8.4	
  
100	
   	
   	
   3.7	
   4.3	
   4.7	
  
	
  
Q
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
16	
  
	
  
Table	
  2:	
  SP	
  Pump	
  (Caliber	
  size	
  200mm)	
  
Q(Influent	
  flow)	
  	
  	
  	
  q(Outlet	
  flow)	
  	
  	
  d(day)	
  	
  	
  	
  h(Head)=m(meter)	
  	
  	
  	
  	
  H(Inlet	
  Head)=m(meter)	
  
	
  
	
  
Interpretation	
  of	
  Table	
  2:	
  
Given	
  that	
  the	
  SP	
  pump’s	
  inlet	
  is	
  installed	
  1	
  meter	
  [height	
  (H)]	
  lower	
  than	
  the	
  source	
  and	
  has	
  an	
  
inlet	
  flow	
  rate	
  (Q)	
  of	
  985-­‐1918.1	
  m3
/d	
  (meters	
  cubed	
  per	
  day).	
  It	
  shall	
  supply	
  water	
  at	
  a	
  flow	
  
rate	
  of	
  103.5	
  (meters	
  cubed	
  per	
  day)	
  to	
  a	
  storage	
  installed	
  at10	
  meters	
  [height	
  (h)].	
  
	
  
	
   	
  
	
  
H(	
  m)	
  
1	
   2	
   3	
   4	
   5	
  
(m3
/d)	
  
q(m3
/d)	
  
h	
  (m)	
  
985.0~1918.
1	
  
1399.7~2695.
7	
  
1969.9~3110.
4	
  
2073.6~3317.
8	
  
2073.6~3369.
6	
  
10	
   103.5	
   275.0	
   449.7	
   	
   	
  
20	
   45.6	
   128.5	
   295.9	
   391.4	
   440.3	
  
30	
   23.9	
   71.9	
   192.3	
   272.2	
   336.2	
  
40	
   14.2	
   41.8	
   152.3	
   220.4	
   277.9	
  
50	
   12.9	
   23.1	
   102.6	
   153.1	
   211.7	
  
60	
   10.6	
   12.3	
   67.0	
   116.5	
   130.2	
  
70	
   8.0	
   10.3	
   48.1	
   76.2	
   90.2	
  
80	
   	
   8.6	
   37.0	
   60.6	
   73.2	
  
90	
   	
   7.5	
   29.3	
   45.2	
   50.6	
  
100	
   	
   	
   22.2	
   25.8	
   28.5	
  
	
  
Q
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
17	
  
	
  
Table	
  3:	
  	
  SP	
  Pump	
  (Caliber	
  size	
  500mm)	
  
Q(Influent	
  flow)	
  	
  	
  	
  q(Water	
  flow)	
  	
  	
  d(day)	
  	
  	
  	
  h(Head)=m(meter)	
  	
  	
  	
  	
  H(Inlet	
  Head)=m(meter)	
  
	
  
	
  
Interpretation	
  of	
  Table	
  3:	
  
Given	
  that	
  the	
  SP	
  pump’s	
  inlet	
  is	
  installed	
  1	
  meter	
  [height	
  (H)]	
  lower	
  than	
  the	
  source	
  and	
  has	
  an	
  
inlet	
  flow	
  rate	
  (Q)	
  of	
  6156-­‐11988	
  m3
/d	
  (meters	
  cubed	
  per	
  day).	
  It	
  shall	
  supply	
  water	
  at	
  a	
  flow	
  
rate	
  of	
  646.8	
  (meters	
  cubed	
  per	
  day)	
  to	
  a	
  storage	
  installed	
  at10	
  meters	
  [height	
  (h)].	
  
	
   	
  
	
  
H/m	
  
1	
   2	
   3	
   4	
   5	
  
(m3
/d)	
  
q(m3
/d)	
  
h(m)	
  
6156~1198
8	
  
8748~1684
8	
  
12312~1944
0	
  
12960~2073
6	
  
12960~2106
0	
  
10	
   646.8	
   1718.5	
   2810.6	
   	
   	
  
20	
   284.9	
   803.0	
   1849.7	
   2446.4	
   2752.2	
  
30	
   149.1	
   449.6	
   1202.0	
   1701.5	
   2101.3	
  
40	
   88.4	
   261.3	
   951.9	
   1377.6	
   1736.8	
  
50	
   80.5	
   144.2	
   641.4	
   957.1	
   1322.9	
  
60	
   66.5	
   76.7	
   418.7	
   727.9	
   813.8	
  
70	
   49.8	
   64.7	
   300.7	
   476.3	
   563.4	
  
80	
   	
   54.0	
   231.0	
   378.5	
   457.4	
  
90	
   	
   46.7	
   183.2	
   282.6	
   316.0	
  
100	
   	
   	
   138.9	
   161.3	
   178.0	
  
	
  
Q
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
18	
  
Installation	
  &	
  Configuration	
  
	
  
Matching	
  Pump	
  to	
  Available	
  Water	
  Flow	
  	
  
Super	
   power	
   pumps	
   come	
   in	
   various	
   drive	
   pipe	
   sizes	
   from	
   25mm	
   to	
   256	
   mm	
   diameters,	
  
delivery	
  pipe	
  sizes	
  from	
  to	
  178mm	
  diameters,	
  and	
  drive	
  water	
  requirements	
  of	
  3	
  to	
  1600	
  liters	
  
per	
  minute.	
  Table	
  1-­‐3	
  can	
  be	
  used	
  as	
  a	
  guide	
  in	
  matching	
  new	
  pump	
  size	
  to	
  available	
  water	
  
flow.	
  
	
  
Foundation	
  
The	
  super	
  power	
  pump	
  should	
  be	
  securely	
  mounted	
  on	
  a	
  concrete	
  foundation	
  using	
  bolts.	
  
	
  
Inlet	
  water	
  
The	
   water	
   should	
   be	
   screened	
   to	
   prevent	
   trash	
   and	
   fish	
   from	
   entering	
   the	
   drive	
   pipe	
   and	
  
clogging	
  the	
  pump.	
  
	
  
Drive	
  Pipe	
  
The	
  drive	
  pipe	
  serves	
  as	
  a	
  connection	
  between	
  the	
  water	
  source	
  and	
  the	
  super	
  power	
  pump.	
  It	
  
should	
  have	
  the	
  following	
  features:	
  
• Galvanized	
  steel	
  or	
  at	
  least	
  schedule	
  40	
  PVC	
  
• Should	
  be	
  as	
  straight	
  as	
  possible.	
  Minimal	
  bend	
  and	
  avoid	
  use	
  elbow	
  joints.	
  
• Should	
  be	
  at	
  least	
  one	
  size	
  larger	
  than	
  outlet	
  pipe.	
  
• Should	
  be	
  watertight	
  and	
  rigidly	
  anchored.	
  
• The	
  inlet	
  should	
  be	
  installed	
  at	
  least	
  one	
  foot	
  under	
  water	
  in	
  order	
  to	
  avoid	
  whirlpools	
  
from	
  forming	
  and	
  sucking	
  air	
  into	
  the	
  SP	
  Pump.	
  
Recommendations	
  for	
  inlet	
  length	
  are	
  based	
  on	
  empirical	
  data.	
  We	
  have	
  found	
  that	
  the	
  output	
  
and	
  stability	
  of	
  a	
  super	
  power	
  pump	
  installation	
  depend	
  on	
  the	
  ratio	
  of	
  inlet	
  length	
  (L)	
  to	
  
diameter	
  (D).	
  We	
  found	
  that	
  super	
  power	
  pumps	
  will	
  work	
  satisfactorily	
  if	
  L/D	
  is	
  between	
  150	
  
and	
  1000.	
  
	
  
For	
  example:	
  
To	
  determine	
  the	
  minimum	
  length	
  (L)	
  of	
  inlet	
  that	
  has	
  a	
  50mm	
  diameter	
  (D):	
  L/D	
  =	
  150,	
  so	
  D	
  x	
  
150	
  =	
  L,	
  or	
  50mm	
  X	
  150	
  =	
  7,500mm.	
  	
  
To	
  determine	
  the	
  maximum	
  length	
  for	
  this	
  same	
  inlet:	
  L/D	
  =1000,	
  so	
  D	
  x	
  1000	
  =	
  L,	
  or	
  
50mm	
  x1000	
  =	
  50,000mm	
  (50	
  meters).	
  
	
  
When	
  the	
  inlet	
  length	
  falls	
  outside	
  of	
  this	
  range	
  both	
  performance	
  and	
  stability	
  are	
  impaired.	
  
Increasing	
  the	
  inlet	
  length	
  within	
  this	
  range	
  produces	
  no	
  change	
  in	
  waste	
  or	
  output,	
  but	
  it	
  does	
  
lower	
   the	
   beat	
   frequency	
   (fewer	
   beats	
   per	
   minute.)	
   Practical	
   aspects	
   such	
   as	
   valve	
   wear,	
  
fatigue	
  of	
  pipe	
  fittings,	
  and	
  the	
  amount	
  of	
  noise	
  generated	
  all	
  favor	
  a	
  low	
  beat	
  frequency,	
  and	
  
hence	
  a	
  longer	
  inlet	
  than	
  the	
  minimum	
  is	
  necessary	
  for	
  good	
  performance.	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
19	
  
	
  
Supply	
  Pipe	
  
• Is	
  made	
  from	
  any	
  material	
  that	
  will	
  stand	
  up	
  to	
  the	
  pressure	
  exerted	
  by	
  the	
  water	
  at	
  
source.	
  
• Must	
  be	
  at	
  least	
  one	
  size	
  larger	
  than	
  the	
  drive	
  pipe.	
  
• It	
  runs	
  on	
  a	
  straight	
  incline	
  where	
  possible.	
  
• The	
  top	
  of	
  the	
  supply	
  pipe	
  should	
  be	
  installed	
  with	
  a	
  screen	
  that	
  is	
  at	
  least	
  one	
  foot	
  
under	
  water.	
  
	
  
Delivery	
  Pipe	
  	
  
• Is	
  made	
  from	
  any	
  material	
  that	
  will	
  stand	
  up	
  to	
  the	
  pressure	
  of	
  the	
  water	
  leading	
  to	
  the	
  
collector	
  tank.	
  
• Avoid	
  right-­‐angled	
  elbow	
  joints	
  wherever	
  possible.	
  
• To	
  avoid	
  excessive	
  pressure	
  losses	
  due	
  to	
  friction,	
  we	
  ensure	
  that	
  the	
  diameter	
  of	
  the	
  
delivery	
  pipe	
  is	
  large	
  enough	
  so	
  that	
  the	
  velocity	
  of	
  the	
  water	
  running	
  through	
  it	
  does	
  
not	
  exceed	
  5	
  feet	
  per	
  second.	
  
	
  
	
  
Installation	
  of	
  Two	
  or	
  More	
  Super	
  Power	
  Pumps	
  
Super	
  power	
  pumps	
  are	
  often	
  installed	
  in	
  groups	
  if	
  a	
  single	
  pump	
  does	
  not	
  meet	
  the	
  water	
  
requirement,	
  or	
  if	
  available	
  flow	
  in	
  the	
  water	
  source	
  varies	
  during	
  the	
  year.	
  If	
  two	
  or	
  more	
  rams	
  
are	
  installed	
  alongside	
  each	
  other,	
  each	
  ram	
  must	
  have	
  its	
  own	
  drive	
  pipe,	
  but	
  all	
  of	
  them	
  can	
  
pump	
  into	
  one	
  common	
  delivery	
  pipe	
  of	
  sufficient	
  size	
  to	
  carry	
  the	
  water.	
  	
  
See	
  diagram	
  below:	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
20	
  
	
  
	
   	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
21	
  
	
  
	
   	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
22	
  
	
   	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
23	
  
	
  
	
  
	
  
	
  
	
  
	
  
Installation	
  Site	
  of	
  SP	
  Pump	
   	
   	
   	
   Fountain	
  Landscape	
  by	
  SP	
  Pump	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
24	
  
	
  
	
  
	
  
	
  
	
  
Layout	
  of	
  SP	
  Pump	
  for	
  Urban	
  Water	
  Supply	
   	
   	
   	
   Layout	
  of	
  Installation	
  of	
  SP	
  Pump	
  for	
  Irrigation	
  
	
  
Installation,	
  operation	
  and	
  maintenance	
  costs,	
  
The	
  cost	
  of	
  purchasing	
  of	
  an	
  SP	
  pump	
  depends	
  on	
  sizes	
  but	
  is	
  as	
  follows:	
  
1. 100mm Caliber SP Pump- $70’000
2. 200mm caliber SP Pump- $120’000
3. 500mm caliber SP Pump- $150’000
	
  	
  
Delivery	
  and	
  installation	
  may	
  attract	
  a	
  minimal	
  fee	
  not	
  exceeding	
  $1’000	
  depending	
  on	
  distance	
  
from	
  Aptus’	
  Nairobi	
  warehouse	
  and	
  the	
  works	
  involved.	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
25	
  
	
  
	
  
	
  
	
  
Water	
  treatment	
  
Aptus	
  and	
  its	
  research	
  partners	
  have	
  developed	
  one	
  of	
  the	
  most	
  innovative	
  methods	
  of	
  water	
  
treatment	
  and	
  packaged	
  the	
  whole	
  system	
  into	
  a	
  shipping	
  container.	
  The	
  containerized	
  water	
  
treatment	
   plants	
   are	
   offered	
   in	
   various	
   varieties	
   depending	
   on	
   the	
   required	
   final	
   effluent.	
  
Therefore,	
  a	
  study	
  of	
  the	
  raw	
  water	
  at	
  the	
  proposed	
  site	
  is	
  imminent	
  so	
  as	
  to	
  set	
  up	
  the	
  plant	
  
accordingly.	
  See	
  the	
  diagrams	
  below	
  for	
  illustration.	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
26	
  
	
  
	
  
Advantages	
  of	
  containerized	
  water	
  treatment	
  plant	
  
• Transportation	
  is	
  very	
  convenient	
  as	
  the	
  whole	
  system	
  is	
  packaged	
  in	
  a	
  standard	
  
container.	
  
• Easy	
  installation.	
  Users	
  only	
  need	
  to	
  connect	
  the	
  inlet	
  and	
  outlet	
  to	
  and	
  the	
  equipment	
  
begins	
  operation.	
  
• Simple	
  operation.	
  The	
  plant	
  may	
  be	
  automatically	
  operated	
  and	
  may	
  perform	
  other	
  
special	
  functions	
  according	
  to	
  user’s	
  preferences.	
  
• Flexible	
  operation.	
  The	
  plant	
  may	
  adapt	
  to	
  situation	
  where	
  the	
  water	
  volume	
  
constantly	
  fluctuates	
  
• Its	
  intensive	
  design	
  principle	
  makes	
  system	
  configuration	
  more	
  efficient.	
  
• The	
  plant	
  requires	
  minimal	
  monitoring	
  and	
  maintenance	
  i.e.;	
  regular	
  visits,	
  mechanical,	
  
electrical	
  and	
  preventive	
  maintenance	
  
• Saves	
  in	
  area	
  of	
  operation.	
  
• Simple	
  control	
  systems	
  help	
  reduce	
  the	
  labor	
  intensity	
  and	
  promote	
  safe	
  and	
  reliable	
  
operation.	
  
	
  
Installation,	
  Operation	
  and	
  Maintenance	
  Costs	
  
Containerized	
  water	
  treatment	
  plant’s	
  exact	
  installation,	
  operation	
  and	
  maintenance	
  costs	
  may	
  
vary	
  depending	
  on	
  the	
  quality	
  of	
  raw	
  water	
  and	
  the	
  users’	
  requirements	
  i.e.	
  the	
  required	
  final	
  
effluent.	
  As	
  such,	
  a	
  study	
  specific	
  to	
  the	
  proposed	
  project	
  must	
  be	
  carried	
  out	
  in	
  order	
  to	
  advice	
  
the	
  user	
  on	
  the	
  appropriate	
  size	
  and	
  type	
  that	
  shall	
  deliver	
  the	
  required	
  results.	
  However,	
  the	
  
cost	
  of	
  installing	
  containerized	
  for	
  treatment	
  of	
  household	
  wastewater	
  to	
  drinkable	
  effluent	
  is	
  
$50’000-­‐	
   $500’000	
   depending	
   on	
   size	
   and	
   apparatus	
   combination	
   comprising	
   the	
   plant.	
   The	
  
operation	
  and	
  maintenance	
  costs	
  shall	
  also	
  be	
  determined	
  on	
  case-­‐by-­‐case	
  basis	
  but	
  may	
  not	
  
exceed	
  $1’000	
  per	
  month.	
  	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
27	
  
Water	
  storage	
  
Water	
  from	
  the	
  super	
  power	
  pump	
  and	
  the	
  water	
  treatment	
  plant	
  can	
  be	
  directly	
  utilized	
  or	
  
stored.	
  The	
  storages	
  can	
  be	
  made	
  from	
  plastic,	
  steel	
  or	
  concrete	
  as	
  shown	
  below.	
  The	
  size	
  shall	
  
be	
  advised	
  by	
  the	
  output	
  as	
  required	
  by	
  the	
  user	
  and	
  their	
  costs	
  are	
  as	
  per	
  market	
  status	
  at	
  the	
  
time	
  of	
  installation.	
  
	
   	
  
	
  
Steel	
  water	
  tank	
  	
   	
   	
   	
  
	
   	
   Plastic	
  water	
  tanks	
  
	
  
Water	
  supply	
  
Water	
  is	
  an	
  important	
  aspect	
  in	
  the	
  society	
  for	
  maintenance	
  of	
  healthy	
  living	
  standards	
  free	
  
from	
   disease.	
   Drinkable	
   water	
   is	
   a	
   daily	
   necessity	
   and	
   its	
   importance	
   cannot	
   be	
   ignored.	
   All	
  
through	
  rainfall,	
  fresh	
  water	
  lakes	
  and	
  rivers	
  are	
  in	
  abundance;	
  our	
  people	
  continue	
  to	
  suffer	
  
from	
  lack	
  of	
  this	
  important	
  resource.	
  We	
  continue	
  to	
  consume	
  untreated	
  water,	
  which	
  leads	
  to	
  
disease,	
  death	
  and	
  huge	
  expenses	
  in	
  medical	
  care.	
  	
  
WHO	
  guidelines	
  recommend	
  50	
  to	
  100	
  liters	
  per	
  person	
  per	
  day,	
  with	
  an	
  absolute	
  minimum	
  of	
  
20	
  liters	
  per	
  person	
  per	
  day	
  in	
  emergency	
  situations.	
  Below	
  is	
  a	
  description	
  of	
  an	
  appropriate	
  
Aqua	
  Swift	
  Solution	
  set	
  up	
  for	
  1000	
  families	
  living	
  in	
  either	
  an	
  urban	
  or	
  a	
  rural	
  area.	
  	
  
Kenyan	
  family’s	
  average	
  number	
  of	
  people:	
  	
   Urban:	
  4	
  
	
   	
   	
   	
   	
   	
   	
  Rural:	
  6	
  
	
   	
   	
   	
   	
   	
   	
  
Daily	
  water	
  requirements	
  per	
  family:	
  	
   Urban	
  4	
  ×50=	
  200	
  liters	
  
Rural	
  6×50=	
  300	
  liters	
   	
  
Daily	
  water	
  requirement	
  for	
  1000	
  homes:	
  
Urban:	
  1’000×4×50=	
  200’000litres	
  per	
  day	
  
Rural:	
  1’000×6×50=	
  300’000	
  liters	
  per	
  day	
  
	
  
Daily	
  water	
  capacity	
  requirement	
  for	
  irrigation	
  of	
  a	
  1	
  acre	
  farm:	
  450’000	
  liters.	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
28	
  
INSTALLATION	
  OF	
  THE	
  AQUA	
  SWIFT	
  SOLUTION	
  PROJECT	
  
	
  
Research	
  and	
  design	
  
In	
   order	
   to	
   safely	
   and	
   satisfactorily	
   install	
   this	
   project,	
   either	
   partly	
   or	
   in	
   full,	
   it	
   is	
   of	
   vital	
  
importance	
  for	
  a	
  number	
  of	
  studies	
  to	
  be	
  carried	
  out	
  prior	
  to	
  the	
  actual	
  installation.	
  The	
  studies	
  
recommended	
  by	
  Aptus	
  are	
  as	
  follows:	
  
1. Technical	
  Assessment	
  Test.	
  
This	
  is	
  an	
  important	
  study	
  to	
  the	
  project	
  as	
  it	
  advises	
  on	
  the	
  correct	
  and	
  suitable	
  apparatus	
  
based	
  on	
  the	
  budget	
  and	
  requirement	
  of	
  the	
  client/user.	
  A	
  repost	
  with	
  specific	
  details	
  on	
  
dimensions,	
  layout	
  and	
  output	
  efficiency	
  is	
  presented	
  as	
  a	
  result	
  of	
  the	
  study.	
  
2. Environmental	
  and	
  Social	
  Impact	
  Assessment	
  Test.	
  	
  
The	
  purpose	
  an	
  Environmental	
  and	
  Social	
  Impact	
  Assessment	
  test	
  (ESIA)	
  is	
  to	
  ensure	
  that	
  
decision	
  makers	
  consider	
  the	
  impact	
  of	
  the	
  project	
  on	
  humans	
  and	
  natural	
  habitat	
  of	
  the	
  
area	
  in	
  and	
  around	
  the	
  proposed	
  site.	
  These	
  tests	
  look	
  to	
  identify,	
  predict,	
  evaluate	
  and	
  
mitigate	
  the	
  biophysical,	
  social,	
  and	
  other	
  relevant	
  effects	
  of	
  development	
  proposals	
  prior	
  
to	
  major	
  decisions	
  being	
  taken	
  and	
  commitments	
  made.	
  Since	
  ESIAs	
  are	
  unique,	
  they	
  do	
  
not	
  require	
  adherence	
  to	
  a	
  predetermined	
  environmental	
  outcome.	
  Therefore,	
  the	
  tests	
  
must	
   be	
   carried	
   out	
   on	
   a	
   case-­‐by-­‐case	
   basis	
   and	
   a	
   report	
   specific	
   to	
   the	
   proposed	
   site	
  
generated	
  and	
  must	
  be	
  certified	
  by	
  relevant	
  authorities.	
  	
  
3. Economic	
  Impact	
  Assessment	
  Test	
  
This	
  test	
  mainly	
  involves	
  cost-­‐benefit	
  analysis	
  of	
  the	
  project.	
  The	
  project	
  must	
  prove	
  to	
  be	
  
financially	
  sound	
  and	
  should	
  pose	
  a	
  greater	
  economic	
  advantage	
  to	
  the	
  investor/user	
  as	
  
compared	
  to	
  other	
  projects	
  offering	
  similar	
  results.	
  The	
  project	
  should	
  economically	
  benefit	
  
the	
  investor/user.	
  
	
  
Installation	
  costs	
  
The	
   exact	
   installation	
   and	
   operational	
   costs	
   of	
   the	
   Aqua	
   Swift	
   Solution	
   project	
   may	
   vary	
  
depending	
  on	
  users’	
  requirements	
  and	
  physical	
  nature	
  of	
  the	
  proposed	
  site.	
  As	
  such,	
  a	
  study	
  
specific	
  to	
  the	
  proposed	
  site	
  must	
  be	
  carried	
  out	
  in	
  order	
  to	
  advice	
  the	
  user	
  on	
  the	
  appropriate	
  
combination	
  of	
  the	
  Aqua	
  Swift	
  Solution	
  that	
  shall	
  deliver	
  the	
  required	
  results.	
  The	
  cost	
  values	
  
given	
   in	
   this	
   document	
  are	
  meant	
  for	
   estimation	
  purposes	
  only	
  and	
  cannot	
  be	
  used	
  to	
  pre-­‐
determine	
  the	
  final	
  cost	
  of	
  installation.	
  	
  	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
29	
  
Recommended	
  apparatus	
  combination	
  for	
  Aqua-­‐Swift	
  Solution	
  
Project	
  for:	
  
1.	
  For	
  1’000	
  urban	
  homes	
  
• 400	
  m3
	
  Dam	
  (Rubber	
  dam/	
  HEV	
  dam)	
  
• 200	
  +	
  100	
  mm	
  caliber	
  SP	
  Pump	
  
• 500	
  m3
	
  Water	
  storage	
  tank	
  
• 1’000ft	
  connection	
  pipes.	
  
	
  
2.	
  For	
  1000	
  Rural	
  homes	
  
• 600	
  m3
	
  Dam	
  (Rubber	
  dam/	
  HEV	
  dam)	
  
• 2	
  x	
  200	
  mm	
  caliber	
  SP	
  Pump	
  
• 800	
  m3
	
  Water	
  storage	
  tank	
  
• 1’000ft	
  connection	
  pipes.	
  
	
  
3.	
  For	
  a	
  100	
  acre	
  mixed	
  farm	
  
• 1’000	
  m3
	
  Dam	
  (Rubber	
  dam/	
  HEV	
  dam)	
  
• 500mm	
  caliber	
  SP	
  Pump	
  
• 1’000	
  m3	
  
Water	
  storage	
  tank	
  
• 1’000ft	
  connection	
  pipes.	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
30	
  
	
  
CONCLUSION	
  
Aqua	
  Swift	
  solution	
  project	
  has	
  undergone	
  reviews	
  by	
  experts	
  in	
  hydro-­‐engineering,	
  laboratory	
  
tests,	
  physical	
  tests	
  and	
  other	
  relevant	
  fields	
  and	
  has	
  so	
  far	
  been	
  declared	
  the	
  best	
  solution	
  as	
  
yet	
  to	
  solve	
  the	
  twin	
  calamities	
  of	
  flooding	
  and	
  water	
  shortage.	
  
At	
  Aptus,	
  we	
  are	
  content	
  that	
  the	
  apparatus	
  and	
  methodology	
  provided	
  by	
  Aqua	
  Swift	
  Solution,	
  
executed	
  correctly,	
  shall	
  satisfactorily	
  issue	
  a	
  solution	
  to	
  the	
  said	
  calamities.	
  We	
  present	
  this	
  
project	
  for	
  use	
  by	
  as	
  many	
  people	
  as	
  may	
  require	
  it	
  for	
  the	
  rightful	
  purpose.	
  	
  
However,	
  we	
  acknowledge	
  that	
  this	
  project	
  shall	
  need	
  to	
  gradually	
  metamorphose	
  in	
  order	
  to	
  
be	
  of	
  better	
  service	
  to	
  users.	
  We	
  at	
  Aptus	
  therefore	
  invite	
  any	
  ideas	
  that	
  may	
  help	
  to	
  make	
  this	
  
project	
  more	
  efficient	
  and	
  promise	
  to	
  keep	
  the	
  project	
  as	
  dynamic	
  as	
  possible	
  to	
  allow	
  positive	
  
change	
  to	
  it.	
  
We	
  hope	
  this	
  project	
  shall	
  be	
  of	
  service	
  to	
  our	
  society	
  in	
  ensuring	
  flood	
  control	
  and	
  provision	
  of	
  
sufficient,	
  clean	
  water	
  to	
  as	
  many	
  people	
  as	
  possible.	
  
	
  
THANK	
  YOU!	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
	
  
AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL
© 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015
1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya.
Email: info@aptusafrica.com www.aptusafrica.com
	
  
31	
  
	
  

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AQUA-SWIFT SOLUTION-TECHNICAL PROPOSAL 001

  • 1. AQUA SWIFT SOLUTIONS PROJECT TECHNICAL PROPOSAL JUNE 2015
  • 2. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   2   Contents   INTRODUCTION  .................................................................................................................................  3   CONCEPT  ............................................................................................................................................  5   Water  Sourcing  ..................................................................................................................................  5   Rubber  Dam  .......................................................................................................................................  6   Rubber  Dam  Application  ....................................................................................................................  6   Hydraulic  Elevator  Dam  (HEV)  ...........................................................................................................  8   Pumping  ...........................................................................................................................................  10   How  Super  Power  Pump  works.  ......................................................................................................  10   The  Salient  Features  of  the  SP  Pump:  ..............................................................................................  11   The  SP  Pump’s  high  technology  also  enhances  high  efficiency  in:  ..................................................  11   Advantages  of  the  SP  Pump:  ............................................................................................................  11   Evolution  of  the  SP  Pump  ................................................................................................................  12   Comparison  Between  Conventional  Electromechanical  and  SP  Pump  ............................................  12   Application  Sectors  and  Prospects  ..................................................................................................  14   Pump  Selection  ................................................................................................................................  14   Water  Supply  Capacity  of  SP  Pump  .................................................................................................  14   Installation  &  Configuration  ............................................................................................................  18   Installation  of  Two  or  More  Super  Power  Pumps  ............................................................................  19   Water  treatment  .............................................................................................................................  25   Water  storage  ..................................................................................................................................  27   Water  supply  ...................................................................................................................................  27   INSTALLATION  OF  THE  AQUA  SWIFT  SOLUTION  PROJECT  ...............................................................  28   CONCLUSION  ...................................................................................................................................  30    
  • 3. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   3   INTRODUCTION   There   are   two   calamities   that   have   continuously   haunted   Africa   since   its   formation:   flooding   and   scarcity  of  water.  As  though  to  play  a  mockery,  nature  supplies  most  parts  of  our  continent  with   abundant   rainfall   flooding   our   city   streets,   bursting   river   banks   and   drenching   our   farms   then   a   subsequent  dry  period  ensues  leaving  us  with  no  sufficient  supply  of  water  for  farming  and  domestic   use.   This   has   adversely   impacted   our   socio-­‐economic   status   as   most   of   Africa’s   economies   rely   on   Agriculture   as   their   main   GDP   earner.   Scarcity   of   water   has   also   served   as   a   hindrance   to   development  of  various  sectors  including  education  and  has  been  source  of  conflict  as  communities   scramble  for  this  apparently  scarce  resource.   We  at  Aptus  International  Engineering  Co.  Ltd  recognized  this  twin-­‐crisis  and  sought  to  find  a  lasting   simultaneous  solution.  We  presented  the  status  of  water  supply  in  Kenya  to  experienced  personnel   in  different  fields  in  world  renowned  research  stations  and  engineering  firms  and  asked  them  to  use   the  country  as  a  case  study  for  their  research.  All  of  their  report  statements  seemed  to  agree.  They   read:   “Rainfall  is  seasonal.  This  means  if  one  were  to  rely  on  it  only  as  a  source  of   water,  they  would  have  to  do  sufficient  collection  and  storage  of  rainwater  so  as   to  use  it  during  the  dry  season.  This  however  rarely  happens  and  rainwater  flows   freely  to  waste  landing  us  in  serious  water  crisis.   Today,  over  one  billion  people  in  developing  countries  do  not  have  regular  access   to  any  water  and  millions  more  do  not  have  access  to  clean,  safe  drinking  water.   This  not  only  impacts  the  livelihoods  of  the  people  but  also  hinders  economic   development,  as  millions  of  dollars  are  lost  in  healthcare  costs,  productivity  loss   and  premature  deaths  of  humans  and  livestock  amongst  other  effects.  “LACK  OF   ELECTRICITY  TO  pump  water  to  storage  towers  is  the  main  hindrance  to   sufficient  supply  of  water  in  the  country.”     Subsequently,   we   challenged   the   same   experts   to   solve   this   problem   by   inventing   a   pump   that   required  no  electrical  force  to  operate.  The  process  that  started  with  the  phrase  “It  is  impossible”   has  borne  fruits.   We  are  pleased  to  present  to  you,  ‘THE  AQUA-­‐SWIFT  SOLUTION’;  the  technology  that  seeks  to  solve   the   twin   crisis   that   necessitated   this   research.   This   solution   shall   solve   flooding   problems   while   providing  water  supply  all-­‐year-­‐round  to  areas  away  from  the  point  of  water  source.   It  involves  the  use  of  a  pump  dubbed  ‘SUPER  POWER  PUMP’  that  neither  requires  a  fueled  engine   nor  electricity  to  run.  Accordingly  its  operation  cost  is  zero.  This  is  the  solution  to  the  main  hindrance   (lack  of  electricity)  to  hydro  efficiency  as  identified  by  all  our  researchers.   In  this  document,  the  four  parts  of  Aqua-­‐Swift  Solution  have  been  explained  in  detail  individually  and   how  they  are  combined  to  collect  water  and  deliver  it  for  use  at  home  or  in  the  farms.   Aptus  hopes  to  partner  with  as  many  governments,  non-­‐governmental  organizations,  companies  and   individuals   to   supply   this   solution   to   as   many   people   as   may   need   it.   We   welcome   more   ideas,   counsel  and  partnerships  towards  the  application  of  this  newly  found  knowledge.    
  • 4. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   4   THANK  YOU.                          
  • 5. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   5   CONCEPT     AQUA  SWIFT  SOLUTION’s  efficiency  is  realized  in  a  four  (4)-­‐stage  process.     1. Water  sourcing.   2. Pumping.   3. Water  storage.         4. Water  supply.  (Irrigation,  treatment  and  supply).       Water  Sourcing   In  most  parts  of  Africa  we  have  abundant  water  resources  from  both  natural  and  artificial  means.   Natural  resources  include  geological  catchment  areas,  lakes,  rivers,  seas  and  rain  while  dams,  ponds   and  underground  tanks  (collection  points)  are  artificially  constructed  for  water  collection.     The  co-­‐relation  of  natural  and  artificial  water  resources  is  inevitable  if  an  all-­‐year-­‐round  supply  of   water  is  required.  The  natural  water  resources  may  supply  immense  amounts  of  water  during  the   wet  season  but  narrow  down  and  supply  relatively  lower  amounts  of  water  during  the  dry  season.     As  such  we  must  ensure  sufficient  collection  of  water  from  natural  sources  using  artificial  means  eg:   dams,  ponds  and  underground  tanks.  These  means  also  may  act  as  methods  of  flood  control  as  they   provide  storage  for  water  from  rainstorms  and  burst  rivers  that  may  otherwise  cause  flooding.  This  is   where  the  adverse  effects  of  flooding  are  prevented  in  this  solution. Our  research  team  recommends  the  following  methods  of  water  collection.   1. Rubber  dams.   2. Hydraulic  elevator  dams.      
  • 6. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   6   Rubber  Dam   Rubber  dam  is  a  new  type  of  hydraulic  structure  made  of  high-­‐strength  fabric  with  rubber  lining   forming  a  cylindrical  bag  that  is  anchored  on  the  base/floor  of  the  dam.  The  rubber  dam  is  used  for   water  retention,  which  is  done  by  filling  water  or  air  into  the  dam  bag,  and  for  flood  release  by   emptying  water  or  air  from  the  dam  bag.           A  rubber  dam  with  spans  on  overflow  weir  of  a  hydropower  station   The  ruber  dam  may  either  be  used  with  or  without  electricity  depending  on  whether  the  user  would   like  to  regulate  the  content  (air/water)  in  the  rubber  dam  bag.  If  there  is  no  regulation  required,  the   content  in  the  rubber  dam  bag  may  stay  intact  since  instalation  for  as  long  as  required.   If  regulation  is  required  the  rubber  dam  bag  has  to  be  connected  to  a  power  source.  However   electricity  is  only  used  during  filling  of  the  rubber  dam  bag.  Content  can  be  released  freely  without   the  use  of  electricity.     Rubber  Dam  Application   Rubber  dams  have  a  wide  prospect  in  the  world  since  they  can  be  used  especially  for  irrigation,   hydropower  generation,  environmental  improvement  and  recreation  purpose.  Rubber  dams  are  also   known  to  have  beneficial  impact  on  the  environment  and  ecology.        
  • 7. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   7     Advantages  of  Rubber  Dam   • Saves  huge  amount  of  costs  as  use  of  steel,  cement,  timber  and  other  construction  materials   is   limited.   The   total   investment   cost   is   30-­‐40%   lower   than   that   of   conventional   gated   regulating  structures.     • Rubber   dams   also   have   lower   operation   and   maintenance   cost   as   compared   to   other   methods  of  water  sourcing.   • The  dam  body  can  be  fully  deflated  to  lower  it  to  flat  level  on  base  floors  so  that  flood  flows   passes  without  any  obstruction  unlike  other  dam  types.     • Rubber  dam  bags  can  go  as  long  as  100  meters  without  dividing  piers.  This  provides  full  width   of  the  active  cross-­‐section  ina  river  channel  when  releasing  floods  and  reduces  the  risk  of  the   tube  ripping  apart.   • The   load   of   dam   body   is   evenly   distributed   on   foundation.   This   lessens   treatment   of   foundations  oil  to  bare  minimum  or  none  in  some  cases.   • Construction   and   installation   are   quicker   compared   to   conventional   gated   regulating   structures.   • Rubber  dam  can  adapt  to  differential  settlement  of  foundation.     Installation,  Operation  and  Maintenance  Costs   Rubber   dam’s   exact   installation,   operation   and   maintenance   costs   may   vary   depending   on   users’   requirements  and  physical  nature  of  the  proposed  site.  As  such,  a  study  specific  to  the  proposed  site   must  be  carried  out  in  order  to  advice  the  user  on  the  appropriate  size  and  type  that  shall  deliver  the   required  results.  However,  the  cost  of  installing  a  rubber  dam  on  a  site  that  shall  require  minimal  or   no  earth  works  is  $100’000-­‐  1’000’000  depending  on  size  and  type  of  dam  bag  used.  The  operation   and  maintenance  costs  shall  also  be  determined  on  case-­‐by-­‐case  basis  but  may  not  exceed  $300  per   month.                      
  • 8. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   8                   Hydraulic  Elevator  Dam  (HEV)   As   the   name   suggests,   this   type   of   dam   operates   using   hydraulic   rod   connected   to   spindle-­‐hinge   shaped  gates.  The  hydraulic  rod  conducts  elavation  and  lowering  of  the  gates  as  required.         This  dam  is  an  innovative  achievement  in  water  conservancy  science  and  technology.  
  • 9. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   9       Advantages  of  HEV.     • Provides  for  rapid  elevating  and  lowering  of  gates  thus  increasing  efficiency.   • Helps  in  ecological  enviromental  protection   • Provides  for  safe  flood  control  as  the  gates  are  highly  reliable  and  cannot  give  to  hydraulic   pressure.     • The  comprehensive  cost  is  also  low  cosidering  the  realised  efficiency.       Installation,  Operation  and  Maintenance  Costs   Hydraulic  elevator  dam’s  exact  installation,  operation  and  maintenance  costs  may  vary  depending  on   users’   requirements   and   physical   nature   of   the   proposed   site.   As   such,   a   study   specific   to   the   proposed  site  must  be  carried  out  in  order  to  advice  the  user  on  the  appropriate  size  and  type  that   shall  deliver  the  required  results.  However,  the  cost  of  installing  a  rubber  dam  on  a  site  that  shall   require  minimal  or  no  earth  works  is  $1’000’000-­‐  10’000’000  depending  on  size  and  type  dam  gate   used.  The  operation  and  maintenance  costs  shall  also  be  determined  on  case-­‐by-­‐case  basis  but  may   not  exceed  $1000  per  month.    
  • 10. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   10     Pumping   In  order  for  water  to  be  used  on  the  ground,  it  requires  to  come  from  a  relatively  higher  point.   A  gadget  (pump)  is  therefore  installed  to  assist  in  lifting  of  the  water  from  the  collection  points   to  the  water  storage  towers  that  are  built  relatively  on  a  higher  point  so  as  to  enable  supply  via   for  use  using  gravitational  force.     Aqua-­‐Swift   Solution   researchers   arrived   at   LACK   OF   ELECTRICITY   as   the   main   hindrance   to   pumping  water  since  most  efficient  pumps  available  in  the  market  require  electrical  force  to   run.  In  Africa,  electricity  is  scarce  and  very  expensive  where  present.  It  therefore  would  mean   that  without  the  provision  of  cheap  means  to  electricity  or  the  invention  of  an  efficient  non-­‐ electric  pump,  the  Aqua-­‐Swift  Solution  would  be  incapacitated  at  this  stage.     We  are  glad  to  report  that  our  partners  in  research  have  invented  a  pump  dubbed  ‘Super   Power  Pump’  that  is  efficient  and  requires  no  electricity  to  run.  The  pump’s  concept,  efficiency,   advantages  and  disadvantages  are  discussed  herein.     How  Super  Power  Pump  works.   Think  about  how  the  hearts  operates  within  the  body.  It  supplies  blood  to  all  parts  of  the  body   throughout  our  lives  without  us  being  plugged  into  a  power  source.  This  is  where  the  SP  Pump   borrows   its   concept.   It   seeks   utilize   a   super-­‐low   water   head   (inlet)   to   internally   generate   enough  hydraulic-­‐pressure  and  automatically  pump  fluids  vertically.     The  SP  Pump  surges  pressure,  which  is  produced  by  water  flowing  through  two  check  valves   that   open   and   close   periodically.   Hydraulic   Pressure   is   accumulated   from   the   force   of   the   flowing  water  at  the  first  check  valve  at  the  inlet.  After  the  pressure  has  built  up,  the  second   check  valve  at  the  outlet  opens  and  releases  the  water  with  pressure  to  pipes  channeling  it  to  a   relatively  higher  outlet.   See  diagram  below.      
  • 11. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   11   The  Salient  Features  of  the  SP  Pump:   • SP  pump  neither  requires  electricity  nor  fuel  to  operate.   • No   operation   costs   are   incurred   as   the   pump   can   operate   continuously   with   no   supervision.   • SP  Pump’s  inlet  has  to  be  slanted  or  submerged  into  a  flowing  water  source  to  ensure   the   water   flows   into   the   pump   with   high   velocity.   No   supervision   is   required   during   operation.     • The  pump  can  operate  continuously  all  year  round  as  long  as  there  is  water  flowing  at   the  source.   • SP  Pump’s  reliability  is  very  high  since  it  has  only  two  moving  parts;  the  check  valves.  Its   service  life  is  over  100  years  and  other  than  periodic  replacement  of  the  sealing  rings   and  springs  at  the  check  valves,  the  SP  Pump  needs  no  repair.  The  replaceable  parts   can   last   from   three   (3)   to   ten   (10)   years   depending   on   the   quality   of   water   at   the   source.   • The  total  investment  in  setting  up  SP  Pump  is  about  30%  that  of  the  conventional  pump   station   with   the   same   capacity   as   no   pump   station   and   power   supply   facilities   are   required,  as  in  the  latter.     The  SP  Pump’s  high  technology  also  enhances  high  efficiency  in:   • Minimized   noise   level   below   70dB,   satisfying   most   urban   areas’   requirements   on   environmental  conservation.   • Reduced  resistance  and  vibration  that  helps  in  prevention  of  cavity  formation  and  soil   erosion.  A  fixed  guiding  device  is  provided  at  the  bottom  of  the  clack  check  valves  to   decrease  the  effects  from  the  resistance  of  the  pump  during  its  operation.   • A   hydraulic   thrust   device   that   regulates   automatically   the   rubber   seal   at   the   water   discharge   valve   thus   decreasing   the   clack’s   weight   reduces   vibration   of   the   SP   Pump   while   operating.   A   clack   (rubber   seal)   is   provided   at   the   back   of   the   water   discharge   valve  to  mitigate  resistance  and  prevent  the  clack  from  vibrating  as  well.   • At   the   outlet   of   the   water   discharge   valve,   an   energy-­‐recycling   device   is   provided   to   reduce  the  velocity  head  loss.     Advantages  of  the  SP  Pump:   • Ensures   the   success   of   the   Aqua-­‐Swift   Solution   thus   making   water   accessible   for   community  members  in  areas  where  there  is  lack  electricity.   • Improved  socio-­‐economic  standards  by  ensuring  that  water  is  available  for  farming  use   domestic  and  commercial  purposes.   • Reduction   of   the   carbon   footprint   as   the   source   of   power   for   running   the   pump   is   renewable  unlike  that  of  electromagnetic  pump.   • SP   Pump’s   efficiency   also   helps   in   utilizing   super-­‐low   water   levels   in   urban   areas   to   provide  water  for  greening,  landscaping  and  firefighting.    
  • 12. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   12   Evolution  of  the  SP  Pump   In  recent  years,  the  joint  team  consisting  of  Aptus  International  Engineering  Co.  Ltd,  its  partners   and  various  international  institutes  of  water  resources  have  been  devoted  to  the  study  of  the   new  Super  Power  Pump.  Three  kinds  of  the  hydraulic  ram  pump  have  been  developed   autonomously  and  originally:   • Super  power  pump  I   • Super  Power  Pump  II  with  environmental  protection  and  low  noise.     • Super  Power  Pump  with  high  efficiency  and  low  noise.   The   (Super   Power   Pump   with   high   efficiency   and   low   noise)   SP   pump   is   the   most   refined   version  of  our  concept  and  it  delivers  services  as  required  with  the  highest  efficiency.             Comparison  Between  Conventional  Electromechanical  and  SP  Pump   Aspect   SP  pump     Electromechanical  water  pump     Application   conditions   1.   Pump   depends   on   the   abundance   of   water   at   source.   2.   Certain   drop   in   height   (H)   at   water   resources   is   required.   0.5m<H<10m.More   than   0.5meters   but   less   than   10meters.   4meters   is   the   best.   1.   Pump   depends   on   the   abundance   of   water  at  source.   2.  No  drop  at  water  resources  is  required.                   Super  Power  Pump  I     Super  Power  Pump  II  with  Environmental   Protection  and  Low  Noise   Super  Power  Pump  with  High  Efficiency  and  Low  Noise  
  • 13. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   13     Operation   and   maintenance   cost   1.  SP  Pump’s  has  a  service  life  of   up  to  100  years.  The  only   replaceable  parts  are  two   rubber  sealing  rings  at  the   check  valves  which  should  be   done  every  5  years.  No  other   parts  in  this  pump  can  break   down.   2.  Neither  fuel  nor  electricity  is   required  thus  it  is  highly   reliable  in  areas  where  there  is   no  presence  of  electricity.   3.  The  pump  can  run  all  year   round  will  minimal  or  no   monitoring  at  all.   4.  SP  Pump  poses  no  risk  of   electrocution  and/or  fires.   1.  The  electromagnetic  pump  has  a  short   service  life  of  not  more  than  5  years.  It   requires  regular  servicing  and   replacement  of  parts  and  can  break   down  easy  when  water  contaminates   the  electrical  parts.       2.  Electricity  is  necessary  for  running  of  this   pump  thus  making  it  costly  to  operate   and  power  outages  render  it  useless.   3.  The  pump  has  to  be  monitored  while  in   operation  and  a  pump  house  is  required   for  its  running.       4.  Electrocution  of  humans  and  livestock   and  eruption  fires  are  some  of  the  risks  a   user  of  this  pump  has  to  run  in  case  of   electrical  faults.   Economic   benefit   SP  Pump  with  inlet  of  caliber  size   500mm,  drop  height  H=3m,  raise   height  h=30m  and  daily  water   supply  capacity  1200m3 would   require  no  running  costs  thus   saving  the  user  over  USD  50,000   per  year.   The  cost  of  the  running  an   electromechanical  pump  is  calculated  as   follows;  Raise  height  h=30m,  daily  water   supply  1200m3 ,  USD0.3/m3  for  330  days   per  year.  The  total  cost  of  pumping  water   is  1200×330×0.15=  USD59,400  per  year.         Investment     1.  SP  pump  of  200mm  caliber  size,   with  the  inlet  head  submerged   3m  deep  and  outlet  head  raised   30m   high,   can   supply   190m³(190,000   liters)   of   water   daily,   has   a   unit   price,   USD   120,000;   2.   Little   civil   works,   no   pump   house  and  flood  control  facility   are  required.   3.   No   electromechanical   distribution   equipment   is   required.   4.  The  total  cost  of  installation  of   SP  Pump  is  about  USD  170,000.   1.   An   electromechanical   pump   with   same   water   supply   capacity   costs   about   USD   5,000.   2.  Pump  house  and  complete  flood-­‐control   facilities  are  required.  For  supply  190m³   of   water   per   day   these   equipment’s   installation   would   amount   to   USD   200,000   3.Power   transmission   lines   and   auxiliary   transformer   facilities   required   to   supply   and   electricity   would   USD   50,000-­‐ 100,000   depending   on   distance   from   power  source.   4.   Cumulatively,   the   total   cost   of   installation  of  an  electromagnetic  pump   to   produce   190m³   of   water   daily   would   not  be  below  USD  255,  000.  
  • 14. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   14   Application  Sectors  and  Prospects   SP   Pumps   are   applied   to   develop   and   utilize,   in   high   efficiency,   the   super-­‐low   water   levels   (0.5m<H<10m)  caused  by  the  natural  drop  in  creeks,  overflow  of  weirs  and  dams,  estuaries  of   reclaimed  water,  artificial  drop  of  approach  channel,  ocean  wave,  etc.  Wherever  water  flows   steadily,  the  SP  Pump  works. Pump  Selection   The  super  power  pump  size  must  be  selected  to  produce  a  required  flow  rate  while  generating   enough   pressure   to   lift   the   water   to   the   desired   elevation.   The   fall   from   the   water   supply   source   to   the   super   power   pump   must   be   at   least   2   feet   and   the   minimum   flow   of   water   needed  is  roughly  1-­‐2  gallons  per  minute  (g/m).     Water  Supply  Capacity  of  SP  Pump   The   SP   Pump   has   capacity   to   supply   water   24   hours   a   day.   The   water   discharge   per   day   is   measured  in  meters  cubed  over  diameter  of  inlet  (m3/d,).  Water  supply  also  depends  on  the   velocity  (V)  of  water  at  the  inlet  as  it  directly  impacts  the  opening  and  closing  of  the  inlet  check   valve.  The  higher  the  velocity  the  faster  it  pumps  thus  the  volume  of  water  pumped  in  a  given   period  of  time  is  higher.  During  operation,  the  SP  Pump’s  performance  is  influenced  by  many   factors.     As  such,  The  Bernoulli's  energy  equation  of  the  constant  current  by  fixed  efficiency  cannot  be   relied  on  in  determining  the  water  supply  capacity  of  the  SP  Pump.  The  specific  water  supply   capacity   of   the   SP   Pump   can   only   be   determined   correctly   by   monitoring   various   models   or   prototypes  working  simultaneously  within  similar  conditions.   Aptus  International  Engineering  Company  and  its  partners  jointly  researched  three  kinds  of  SP   Pumps  with  different  in  let  caliber  size  (inlet  diameter)  and  body  size.     They  measure  as  follows:  (see  next  page)   Product  1:caliber  size  100mm:    L W H  =0.6m 0.4m 1.4m;   Product  2:caliber  size  200mm:    L W H=1.9m 1.0m 1.6m;   Product  3:caliber  size  500mm:    L W H=1.8m 1.0m 2.4m.               × × × × × × × × × × × ×
  • 15. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   15     The  water  supply  capacity  of  each  pump,  measured  through  our  model  experiment,  is  listed  in   Table  1-­‐3.   Table  1:  SP  Pump  (Caliber  size  100mm)   Q(Influent  flow)        q(Outlet  flow)      d(day)        h(Head)=m(meter)          H(Inlet  Head)=m(meter)       Interpretation  of  Table  1:   Given  that  the  SP  pump’s  inlet  is  installed  1  meter  [height  (H)]  lower  than  the  source  and  has  an   inlet  flow  rate  (Q)  of  164-­‐319.7  m3 /d  (meters  cubed  per  day).  It  shall  supply  water  at  a  flow  rate   of  17.2  (meters  cubed  per  day)  to  a  storage  installed  at  10  meters  [height  (h)].       H/m   1   2   3   4   5   (m3 /d)   q(m3 /d)   h(m)   164.2~319. 7   233.3~449. 3   328.3~518. 4   345.6~553. 0   345.6~561. 6   10   17.2   45.8   74.9       20   7.6   21.4   49.3   65.2   73.4   30   4.0   12.0   32.1   45.4   56.0   40   2.4   7.0   25.4   36.7   46.3   50   2.1   3.8   17.1   25.5   35.3   60   1.8   2.0   11.2   19.4   21.7   70   1.3   1.7   8.0   12.7   15.0   80     1.4   6.2   10.1   12.2   90     1.2   4.9   7.5   8.4   100       3.7   4.3   4.7     Q
  • 16. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   16     Table  2:  SP  Pump  (Caliber  size  200mm)   Q(Influent  flow)        q(Outlet  flow)      d(day)        h(Head)=m(meter)          H(Inlet  Head)=m(meter)       Interpretation  of  Table  2:   Given  that  the  SP  pump’s  inlet  is  installed  1  meter  [height  (H)]  lower  than  the  source  and  has  an   inlet  flow  rate  (Q)  of  985-­‐1918.1  m3 /d  (meters  cubed  per  day).  It  shall  supply  water  at  a  flow   rate  of  103.5  (meters  cubed  per  day)  to  a  storage  installed  at10  meters  [height  (h)].           H(  m)   1   2   3   4   5   (m3 /d)   q(m3 /d)   h  (m)   985.0~1918. 1   1399.7~2695. 7   1969.9~3110. 4   2073.6~3317. 8   2073.6~3369. 6   10   103.5   275.0   449.7       20   45.6   128.5   295.9   391.4   440.3   30   23.9   71.9   192.3   272.2   336.2   40   14.2   41.8   152.3   220.4   277.9   50   12.9   23.1   102.6   153.1   211.7   60   10.6   12.3   67.0   116.5   130.2   70   8.0   10.3   48.1   76.2   90.2   80     8.6   37.0   60.6   73.2   90     7.5   29.3   45.2   50.6   100       22.2   25.8   28.5     Q
  • 17. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   17     Table  3:    SP  Pump  (Caliber  size  500mm)   Q(Influent  flow)        q(Water  flow)      d(day)        h(Head)=m(meter)          H(Inlet  Head)=m(meter)       Interpretation  of  Table  3:   Given  that  the  SP  pump’s  inlet  is  installed  1  meter  [height  (H)]  lower  than  the  source  and  has  an   inlet  flow  rate  (Q)  of  6156-­‐11988  m3 /d  (meters  cubed  per  day).  It  shall  supply  water  at  a  flow   rate  of  646.8  (meters  cubed  per  day)  to  a  storage  installed  at10  meters  [height  (h)].         H/m   1   2   3   4   5   (m3 /d)   q(m3 /d)   h(m)   6156~1198 8   8748~1684 8   12312~1944 0   12960~2073 6   12960~2106 0   10   646.8   1718.5   2810.6       20   284.9   803.0   1849.7   2446.4   2752.2   30   149.1   449.6   1202.0   1701.5   2101.3   40   88.4   261.3   951.9   1377.6   1736.8   50   80.5   144.2   641.4   957.1   1322.9   60   66.5   76.7   418.7   727.9   813.8   70   49.8   64.7   300.7   476.3   563.4   80     54.0   231.0   378.5   457.4   90     46.7   183.2   282.6   316.0   100       138.9   161.3   178.0     Q
  • 18. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   18   Installation  &  Configuration     Matching  Pump  to  Available  Water  Flow     Super   power   pumps   come   in   various   drive   pipe   sizes   from   25mm   to   256   mm   diameters,   delivery  pipe  sizes  from  to  178mm  diameters,  and  drive  water  requirements  of  3  to  1600  liters   per  minute.  Table  1-­‐3  can  be  used  as  a  guide  in  matching  new  pump  size  to  available  water   flow.     Foundation   The  super  power  pump  should  be  securely  mounted  on  a  concrete  foundation  using  bolts.     Inlet  water   The   water   should   be   screened   to   prevent   trash   and   fish   from   entering   the   drive   pipe   and   clogging  the  pump.     Drive  Pipe   The  drive  pipe  serves  as  a  connection  between  the  water  source  and  the  super  power  pump.  It   should  have  the  following  features:   • Galvanized  steel  or  at  least  schedule  40  PVC   • Should  be  as  straight  as  possible.  Minimal  bend  and  avoid  use  elbow  joints.   • Should  be  at  least  one  size  larger  than  outlet  pipe.   • Should  be  watertight  and  rigidly  anchored.   • The  inlet  should  be  installed  at  least  one  foot  under  water  in  order  to  avoid  whirlpools   from  forming  and  sucking  air  into  the  SP  Pump.   Recommendations  for  inlet  length  are  based  on  empirical  data.  We  have  found  that  the  output   and  stability  of  a  super  power  pump  installation  depend  on  the  ratio  of  inlet  length  (L)  to   diameter  (D).  We  found  that  super  power  pumps  will  work  satisfactorily  if  L/D  is  between  150   and  1000.     For  example:   To  determine  the  minimum  length  (L)  of  inlet  that  has  a  50mm  diameter  (D):  L/D  =  150,  so  D  x   150  =  L,  or  50mm  X  150  =  7,500mm.     To  determine  the  maximum  length  for  this  same  inlet:  L/D  =1000,  so  D  x  1000  =  L,  or   50mm  x1000  =  50,000mm  (50  meters).     When  the  inlet  length  falls  outside  of  this  range  both  performance  and  stability  are  impaired.   Increasing  the  inlet  length  within  this  range  produces  no  change  in  waste  or  output,  but  it  does   lower   the   beat   frequency   (fewer   beats   per   minute.)   Practical   aspects   such   as   valve   wear,   fatigue  of  pipe  fittings,  and  the  amount  of  noise  generated  all  favor  a  low  beat  frequency,  and   hence  a  longer  inlet  than  the  minimum  is  necessary  for  good  performance.    
  • 19. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   19     Supply  Pipe   • Is  made  from  any  material  that  will  stand  up  to  the  pressure  exerted  by  the  water  at   source.   • Must  be  at  least  one  size  larger  than  the  drive  pipe.   • It  runs  on  a  straight  incline  where  possible.   • The  top  of  the  supply  pipe  should  be  installed  with  a  screen  that  is  at  least  one  foot   under  water.     Delivery  Pipe     • Is  made  from  any  material  that  will  stand  up  to  the  pressure  of  the  water  leading  to  the   collector  tank.   • Avoid  right-­‐angled  elbow  joints  wherever  possible.   • To  avoid  excessive  pressure  losses  due  to  friction,  we  ensure  that  the  diameter  of  the   delivery  pipe  is  large  enough  so  that  the  velocity  of  the  water  running  through  it  does   not  exceed  5  feet  per  second.       Installation  of  Two  or  More  Super  Power  Pumps   Super  power  pumps  are  often  installed  in  groups  if  a  single  pump  does  not  meet  the  water   requirement,  or  if  available  flow  in  the  water  source  varies  during  the  year.  If  two  or  more  rams   are  installed  alongside  each  other,  each  ram  must  have  its  own  drive  pipe,  but  all  of  them  can   pump  into  one  common  delivery  pipe  of  sufficient  size  to  carry  the  water.     See  diagram  below:      
  • 20. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   20        
  • 21. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   21        
  • 22. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   22      
  • 23. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   23               Installation  Site  of  SP  Pump         Fountain  Landscape  by  SP  Pump                                    
  • 24. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   24             Layout  of  SP  Pump  for  Urban  Water  Supply         Layout  of  Installation  of  SP  Pump  for  Irrigation     Installation,  operation  and  maintenance  costs,   The  cost  of  purchasing  of  an  SP  pump  depends  on  sizes  but  is  as  follows:   1. 100mm Caliber SP Pump- $70’000 2. 200mm caliber SP Pump- $120’000 3. 500mm caliber SP Pump- $150’000     Delivery  and  installation  may  attract  a  minimal  fee  not  exceeding  $1’000  depending  on  distance   from  Aptus’  Nairobi  warehouse  and  the  works  involved.                
  • 25. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   25           Water  treatment   Aptus  and  its  research  partners  have  developed  one  of  the  most  innovative  methods  of  water   treatment  and  packaged  the  whole  system  into  a  shipping  container.  The  containerized  water   treatment   plants   are   offered   in   various   varieties   depending   on   the   required   final   effluent.   Therefore,  a  study  of  the  raw  water  at  the  proposed  site  is  imminent  so  as  to  set  up  the  plant   accordingly.  See  the  diagrams  below  for  illustration.      
  • 26. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   26       Advantages  of  containerized  water  treatment  plant   • Transportation  is  very  convenient  as  the  whole  system  is  packaged  in  a  standard   container.   • Easy  installation.  Users  only  need  to  connect  the  inlet  and  outlet  to  and  the  equipment   begins  operation.   • Simple  operation.  The  plant  may  be  automatically  operated  and  may  perform  other   special  functions  according  to  user’s  preferences.   • Flexible  operation.  The  plant  may  adapt  to  situation  where  the  water  volume   constantly  fluctuates   • Its  intensive  design  principle  makes  system  configuration  more  efficient.   • The  plant  requires  minimal  monitoring  and  maintenance  i.e.;  regular  visits,  mechanical,   electrical  and  preventive  maintenance   • Saves  in  area  of  operation.   • Simple  control  systems  help  reduce  the  labor  intensity  and  promote  safe  and  reliable   operation.     Installation,  Operation  and  Maintenance  Costs   Containerized  water  treatment  plant’s  exact  installation,  operation  and  maintenance  costs  may   vary  depending  on  the  quality  of  raw  water  and  the  users’  requirements  i.e.  the  required  final   effluent.  As  such,  a  study  specific  to  the  proposed  project  must  be  carried  out  in  order  to  advice   the  user  on  the  appropriate  size  and  type  that  shall  deliver  the  required  results.  However,  the   cost  of  installing  containerized  for  treatment  of  household  wastewater  to  drinkable  effluent  is   $50’000-­‐   $500’000   depending   on   size   and   apparatus   combination   comprising   the   plant.   The   operation  and  maintenance  costs  shall  also  be  determined  on  case-­‐by-­‐case  basis  but  may  not   exceed  $1’000  per  month.    
  • 27. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   27   Water  storage   Water  from  the  super  power  pump  and  the  water  treatment  plant  can  be  directly  utilized  or   stored.  The  storages  can  be  made  from  plastic,  steel  or  concrete  as  shown  below.  The  size  shall   be  advised  by  the  output  as  required  by  the  user  and  their  costs  are  as  per  market  status  at  the   time  of  installation.         Steel  water  tank               Plastic  water  tanks     Water  supply   Water  is  an  important  aspect  in  the  society  for  maintenance  of  healthy  living  standards  free   from   disease.   Drinkable   water   is   a   daily   necessity   and   its   importance   cannot   be   ignored.   All   through  rainfall,  fresh  water  lakes  and  rivers  are  in  abundance;  our  people  continue  to  suffer   from  lack  of  this  important  resource.  We  continue  to  consume  untreated  water,  which  leads  to   disease,  death  and  huge  expenses  in  medical  care.     WHO  guidelines  recommend  50  to  100  liters  per  person  per  day,  with  an  absolute  minimum  of   20  liters  per  person  per  day  in  emergency  situations.  Below  is  a  description  of  an  appropriate   Aqua  Swift  Solution  set  up  for  1000  families  living  in  either  an  urban  or  a  rural  area.     Kenyan  family’s  average  number  of  people:     Urban:  4                Rural:  6                 Daily  water  requirements  per  family:     Urban  4  ×50=  200  liters   Rural  6×50=  300  liters     Daily  water  requirement  for  1000  homes:   Urban:  1’000×4×50=  200’000litres  per  day   Rural:  1’000×6×50=  300’000  liters  per  day     Daily  water  capacity  requirement  for  irrigation  of  a  1  acre  farm:  450’000  liters.  
  • 28. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   28   INSTALLATION  OF  THE  AQUA  SWIFT  SOLUTION  PROJECT     Research  and  design   In   order   to   safely   and   satisfactorily   install   this   project,   either   partly   or   in   full,   it   is   of   vital   importance  for  a  number  of  studies  to  be  carried  out  prior  to  the  actual  installation.  The  studies   recommended  by  Aptus  are  as  follows:   1. Technical  Assessment  Test.   This  is  an  important  study  to  the  project  as  it  advises  on  the  correct  and  suitable  apparatus   based  on  the  budget  and  requirement  of  the  client/user.  A  repost  with  specific  details  on   dimensions,  layout  and  output  efficiency  is  presented  as  a  result  of  the  study.   2. Environmental  and  Social  Impact  Assessment  Test.     The  purpose  an  Environmental  and  Social  Impact  Assessment  test  (ESIA)  is  to  ensure  that   decision  makers  consider  the  impact  of  the  project  on  humans  and  natural  habitat  of  the   area  in  and  around  the  proposed  site.  These  tests  look  to  identify,  predict,  evaluate  and   mitigate  the  biophysical,  social,  and  other  relevant  effects  of  development  proposals  prior   to  major  decisions  being  taken  and  commitments  made.  Since  ESIAs  are  unique,  they  do   not  require  adherence  to  a  predetermined  environmental  outcome.  Therefore,  the  tests   must   be   carried   out   on   a   case-­‐by-­‐case   basis   and   a   report   specific   to   the   proposed   site   generated  and  must  be  certified  by  relevant  authorities.     3. Economic  Impact  Assessment  Test   This  test  mainly  involves  cost-­‐benefit  analysis  of  the  project.  The  project  must  prove  to  be   financially  sound  and  should  pose  a  greater  economic  advantage  to  the  investor/user  as   compared  to  other  projects  offering  similar  results.  The  project  should  economically  benefit   the  investor/user.     Installation  costs   The   exact   installation   and   operational   costs   of   the   Aqua   Swift   Solution   project   may   vary   depending  on  users’  requirements  and  physical  nature  of  the  proposed  site.  As  such,  a  study   specific  to  the  proposed  site  must  be  carried  out  in  order  to  advice  the  user  on  the  appropriate   combination  of  the  Aqua  Swift  Solution  that  shall  deliver  the  required  results.  The  cost  values   given   in   this   document  are  meant  for   estimation  purposes  only  and  cannot  be  used  to  pre-­‐ determine  the  final  cost  of  installation.          
  • 29. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   29   Recommended  apparatus  combination  for  Aqua-­‐Swift  Solution   Project  for:   1.  For  1’000  urban  homes   • 400  m3  Dam  (Rubber  dam/  HEV  dam)   • 200  +  100  mm  caliber  SP  Pump   • 500  m3  Water  storage  tank   • 1’000ft  connection  pipes.     2.  For  1000  Rural  homes   • 600  m3  Dam  (Rubber  dam/  HEV  dam)   • 2  x  200  mm  caliber  SP  Pump   • 800  m3  Water  storage  tank   • 1’000ft  connection  pipes.     3.  For  a  100  acre  mixed  farm   • 1’000  m3  Dam  (Rubber  dam/  HEV  dam)   • 500mm  caliber  SP  Pump   • 1’000  m3   Water  storage  tank   • 1’000ft  connection  pipes.                          
  • 30. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   30     CONCLUSION   Aqua  Swift  solution  project  has  undergone  reviews  by  experts  in  hydro-­‐engineering,  laboratory   tests,  physical  tests  and  other  relevant  fields  and  has  so  far  been  declared  the  best  solution  as   yet  to  solve  the  twin  calamities  of  flooding  and  water  shortage.   At  Aptus,  we  are  content  that  the  apparatus  and  methodology  provided  by  Aqua  Swift  Solution,   executed  correctly,  shall  satisfactorily  issue  a  solution  to  the  said  calamities.  We  present  this   project  for  use  by  as  many  people  as  may  require  it  for  the  rightful  purpose.     However,  we  acknowledge  that  this  project  shall  need  to  gradually  metamorphose  in  order  to   be  of  better  service  to  users.  We  at  Aptus  therefore  invite  any  ideas  that  may  help  to  make  this   project  more  efficient  and  promise  to  keep  the  project  as  dynamic  as  possible  to  allow  positive   change  to  it.   We  hope  this  project  shall  be  of  service  to  our  society  in  ensuring  flood  control  and  provision  of   sufficient,  clean  water  to  as  many  people  as  possible.     THANK  YOU!                        
  • 31. AQUA SWIFT SOLUTION - TECHNICAL PROPOSAL © 2015 Aptus International Engineering – Aqua Swift Solutions Technical Proposal 2015 1/475 Maalim Juma rd. off Denis Pritt, Tel: +254 (0) 20 88 90 084 / 5, P.O. Box: 52638-00100, Nairobi, Kenya. Email: info@aptusafrica.com www.aptusafrica.com   31