Techniq es in Wate shed Management”

  M odu le 6 – ( L2 2 – L2 6 ) : “ Use of M ode r n Te ch n iqu e s in W a t e r sh e d M a n a ge m e n t ” Te ch n iq e s in W a t e sh e d M a n a ge m e n t ” Applica t ion s of Ge ogr a ph ica l I n for m a t ion Syst e m a n d Re m ot e Se n sin g in W a t e r sh e d M a n a ge m e n t , Role of g g , D e cision Su ppor t Syst e m in W a t e r sh e d M a n a ge m e n t GI S & Applica t ion s in 2 2 2 2 W a t e r sh e d M a n a ge m e n t W a t e r sh e d M a n a ge m e n t

  

L22 L22– GI S & Applicat ions in Wat ershed

Managem ent M t

  

Topics Cove r e d Topics Cove r e d

   

Geographical I nform at ion Syst em , GI S Geographical I nform at ion Syst em , GI S

im plem ent at ion, GI S Spat ial dat a m odel, im plem ent at ion GI S Spat ial dat a m odel im plem ent at ion, GI S Spat ial dat a m odel, im plem ent at ion GI S Spat ial dat a m odel

Advant ages of GI S, GI S dim ensionalit y, Advant ages of GI S, GI S dim ensionalit y,

A Applicat ions in Wat ershed Managem ent . Applicat ions in Wat ershed Managem ent . A li li i i i i W W h d M h d M

  

  Geographical I nform at ion Syst em , Spat ial Geographical I nform at ion Syst em , Spat ial g g p p y y p p Keywords: Keywords: y y dat a m odel, Dim ensionalit y, ArcGI S. dat a m odel, Dim ensionalit y, ArcGI S. Geographic I nform at ion Syst em ( GI S ) 

  Ge ogr a ph ic I n for m a t ion Syst e m ( GI S) is a

  Com put er based decision m aking t ool t o plan, im plem ent and govern t he obj ect s in space. im plem ent and govern t he obj ect s in space

   GI S accept large volum es of spat ial dat a derived from

  different sources, ret rieve, m anipulat e, analyze & display according t o user- defined specificat ions.

   Com ponent s of GI S: Dat a input ; Dat a out put ; St orage

  and m anagem ent ; Manipulat ion and analysis and m anagem ent ; Manipulat ion and analysis

   D a t a H a n dlin g

  

  Rast er or grid- based dat a

   uses point s & coordinat es ( point s, lines & areas )

  Vect or dat a –

  

  Digit al Elevat ion Models ( DEM)

  

  Triangular I rregular Net works ( TI N) Triangular I rregular Net works ( TI N) Geographic I nform at ion Syst em ( GI S ) ..

   GI S t ransform s dat a int o inform at ion on spat ial locat ions of ent it ies t hat occupy space in nat ural & built Environm ent .

  Spa t ia l D a t a S t i l D t

  

80% of all inform at ion held in dat abases anywhere in t he world

cont ains som e kind of geographic elem ent . I nform at ion t hat has:

  

Addit ional inform at ion includes – 1) Connect ivit y; 2) Cont iguit y.

  Any ent it y t hat has locat ion and can be show n on m ap. E.g. Maps Any ent it y t hat has locat ion and can be show n on m ap. E.g. Maps of st at e of I ndia.

  

Convent ional Dat a: At t ribut es of t he Spat ial ent it y. E.g. St at e

wise per capit a incom e. wise per capit a incom e.

   Re su lt s I n t e r pr e t a t ion www..lumina-media.com

   Analysis present ed in form of m ap

   Visualizat ion- supplem ent ed by spat ial & aspat ial queries of Vi li i l d b i l & i l i f Geographic I nform at ion Syst em ( GI S ) ..

  Applicat ion of GI S : - GI S is capable t o capt ure, st ore,

  • m anipulat e, analyze & visualize diverse set of spat ial dat a.

   S Spat ial perspect ive t i l t i is very useful in t he est ablishm ent of i f l i t h t bli h t f

  linkage bet w een various t ypes of process i.e. hydrological process, soil erosion, veget at ion cover , hum an act ivit ies et c., and also int eract ion bet ween t hem .

    V a r iou s GI S pa ck a ge s V a r iou s GI S pa ck a ge s  ArcI nfo, ArcView ( ESRI ) ; Aut oCAD Map ( Aut odesk I nc.) ; GRASS ( Baylor Uni., Texas) ;

  

I DRI SI ( Clark Labs) ;

  I LWI S ( I nt . I nst . For Aero. Survey & Eart h Sciences, Net herlands) ; Aero Survey & Eart h Sciences Net herlands) ; MapI nfo ( MapI nfo ( Mapinfo Mapinfo Cor.) ; MFw orks ( Think Space I nc.) ; GeoMedia ( I nt ergraph Cor.) ; Microst at ion ( Bent ley Syst em s I nc) ; PAMAP ( PCI Geom at ics) ; SPANS SPANS ( Tydac I nc.) ; ( Tydac I nc ) ; GRAM+ + GRAM+ + ( I I T Bom bay) ( I I T Bom bay) et c. et c Represent ing Surfaces and sub- surfaces 

  DEMs, TI Ns and cont ours available for surface represent at ion  

  

Cross sect ion shown by fencing, st acked surfaces and t rue Cross sect ion shown by fencing st acked surfaces and t rue

  3D volum es beyond t he scope 

  Wire- fram e m odels capable of displaying geologic cross sect ions and borehole geophysical dat a sect ions and borehole geophysical dat a 

  Select ion of part icular spat ial dat a source 

  Dat a st ruct ure, file form at , quant izat ion and error propagat ion t i 

  

GI S offers efficient algorit hm s for dealing w it h m ost of dat a

  Surface Generat ion 

  Spat ial Resolut ion and I nform at ion cont ent 

  Drainage net works and resolut ion www..lumina-media.com

    Spat ially variable precipit at ion Spat ially variable precipit at ion

GI S I m ple m e n t a t ion St a ge s

  Maj or st ages of GI S I m plem ent at ion:  

  1 GI S awareness w hat is possible wit h GI S?; Proj ect s t o be used?.

  1. GI S awareness – w hat is possible wit h GI S?; Proj ect s

  • – Defining needs Feasibilit y st udies, Funct ional requirem ent st udy; Budget ; Proposal

   2.

  

  3. GI S select ion – suit able – specific needs; m arket survey survey - purchase purchase

  

  4. GI S im plem ent at ion – I nst allat ion; Training, dat abase design/ developm ent , case st udy/ I m plem ent at ion

  

  5. Man pow er developm ent

  

  6. Field applicat ions – for specific st udies

  7 Operat ion & Maint enance

    7. Operat ion & Maint enance.

Adva n t a ge s of GI S a pplica t ion s

  

  I nt eract ive visualizat ion/ analysis

  

  Planning and m anagem ent Pl i d t

  

  Spat ial dat a m anagem ent and access

  

  Environm ent al risk assessm ent

  

  Mult i- dim ensional planning

  

  Cust om s applicat ions developm ent for decision support

  

  Web accessible spat ial inform at ion W b ibl i l i f i

GI S for W a t e r sh e d M a n a ge m e n t

   Vit al com ponent s of wat ershed m anagem ent :

  Soil and land resource dat a for planning at m icro

   level. Creat ion of a Mult i- t em poral dat abase for nat ural

   resources

   

  People’s part icipat ion People s part icipat ion Awareness for farm ers, policy m akers , users, soil

   conservat ionist & scient ist s.

  

  People’s part icipat ion at m icro- level P l ’ t i i t i t i l l

  

  Technological int egrat ion: GI S along wit h convent ional dat abase g

   Hydrological and socio econom ic analysis

   Technological adopt ion and convent ional pract ices

  

GI S for W a t e r sh e d M a n a ge m e n t Ba sic St e ps in Typica l GI S a pplica t ion

   for w a t e r sh e d

  Acquisit ion of DEM dat a from sat ellit e

   im age/ t oposheet .

   

  Conduct DEM processing t o derive st ream , cat chm ent Conduct DEM processing t o derive st ream cat chm ent and drainage point feat ures.

  Populat e dat a wit h required at t ribut es.

   Use net work analysis and archydro t ools t o derive

   desired m at rices.

    GI S have becom e an GI S have becom e an in t e gr a l pa r t of H ydr ology in t e gr a l pa r t of H ydr ology

   GI S M a ps: t opography, land use and cover, soils, rainfall and m et eorological variables

GI S – D a t a Sou r ce s & St r u ct u r e s

   V a r ie t y of da t a sou r ce s a n d st r u ct u r e for a sin gle h ydr ologica l pa r a m e t e r y g p

   For exam ple t opogr a ph y can be represent ed by a series of point elevat ions, cont our lines, Triangular I rregular Net work ( TI N) , elevat ions in a gridded or rect angular coordinat ed ( ) , g g syst em s

   Ra in fa ll – Tim e series at a point , array of rainfall rat es de derived from radar, gridded array of rainfall rat es, isohyet al ed o ada , g dded a ay o a a at es, so yet a cont ours

   I n filt r a t ion r a t e s – Soil m aps

    Eva pot r a n spir a t ion r a t e s or h ydr a u lic r ou gh n e ss: Eva pot r a n spir a t ion r a t e s or h ydr a u lic r ou gh n e ss: Rast er array of rem ot ely sensed surrogat e m easures

http://www.microimages.com

GI S Spa t ia l D a t a M ode l

  

  Spat ial dat a are referred t o as la ye r s, cove r a ge s, or

  la ye r s la ye r s

  V e ct or dat a represent feat ures as discret e point s,

  lines, and polygons

  Ex a m ple s: l

  ArcI nfo Coverages

   

  ArcGI S Shape Files ( Point , Line, Polygon) ArcGI S Shape Files ( Point Line Polygon)

  

  CAD ( Aut oCAD DXF & DWG, or MicroSt at ion DGN files)

  

  ASCI I coordinat e dat a

  http://www.microimages.com

GI S Spa t ia l D a t a M ode l

  m at rix of square cells m at rix of square cells

   Ra st e r dat a represent t he landscape as a rect angular

  Ex a m ple s:

  • ArcI nfo Grids
  • I m ages
  • Digit al Elevat ion Models ( DEMs)
  • Generic rast er dat aset s
  • Generic rast er dat aset s

GI S - D im e n sion a lit y

  

  Does not follow precise Euclidean not ions of 1,2 and 3- Dim ensional dat a

  

  Ex: Generally st ream net work com posed of vect ors in

  2D but here nodes and various point s along t he st ream m ay be represent ed by 1- D point dat a y p y p

  

  Com plexit y of dat a represent at ions offers m any possibilit ies for analyzing hydrological dat a

  

  Dist ance along t he st ream is different from sim ply Di t l t h t i diff t f i l specifying x,y- point

  

  Point dat a: m easured quant it ies are oft en represent ed q p at a single point in 2D space

  Ex: Rain gauge St at ion

M a p Sca le a n d Spa t ia l D e t a ils

   Map of t opography can be show n at any scale in GI S

   Resolut ion of DEM m ay be alt ered by resam pling t o a coarser or finer resolut ion or finer resolut ion

   Hydrologist m ust be decide w hat scale w ill best represent t he im pact of t opography on t he hydrological processes

    Select ion of Dat um Select ion of Dat um

   Geographic Coordinat ion Syst em

   Map Proj ect ion Syst em

   

  DEM: An ordered array of num bers represent ing t he DEM: An ordered array of num bers represent ing t he spat ial dist ribut ion of elevat ions above som e arbit rary dat um in a landscape

  

  Consist of elevat ions sam pled at discret e point s p p

  

  DEM – Subset of DTM

  

  DTM: Spat ial dist ribut ion of t errain at t ribut es like slope, soil dept h, soil drainabilit y, soil fert ilit y p , y, y

  

  Choice of part icular m et hod of represent at ion of surface

Applica t ion of GI S for W a t e r sh e d M a n a ge m e n t M a n a ge m e n t

  

GI S has been exploit ed by t he hydrology and

wat ershed m anagem ent com m unit y in t h d t it i different ways:

    Wat ershed delineat ion Wat ershed delineat ion

  Wat ershed Charact erizat ion and Assessm ent

   Managem ent Planning g g

   Wat ershed Rest orat ion ( Analysis of Alt ernat ive

   Managem ent St rat egies) W t Wat ershed Policy Analysis and Decision Support h d P li A l i d D i i S t

  

  Wat ershed Delineat ion Using GI S 

  

The m aj or st eps involved in delineat ing a wat ershed

are: are:

  • – Geo- regist ering t he scanned t opo sheet s
  • – Creat ing shape files
  • – Cont our digit izat ion
  • – Preparat ion of DEM
  • – Filling of DEM Filling of DEM
  • – Flow Direct ion Rast er generat ion
  • – Flow Accum ulat ion Rast er Flow Accum ulat ion Rast er
  • – Det erm ining Pour Point s
  • – Wat ershed Delineat ion
Wat ershed Charact erizat ion & Assessm ent 

  

GI S has been w idely used in charact erizat ion and

assessm ent st udies w hich require a w at ershed- based

approach.

   Basic physical charact erist ics of a w at ershed such as t he

drainage net work and flow pat hs can be derived from

readily available Digit al Elevat ion Models ( DEMs) . readily available Digit al Elevat ion Models ( DEMs)

  

This, in conj unct ion w it h precipit at ion and ot her w at er

qualit y qualit y m onit oring m onit oring dat a, dat a enhances enhances developm ent developm ent of of a a

w at ershed act ion plan and ident ificat ion of exist ing and

pot ent ial pollut ion problem s in t he w at ershed .

   Dat a gat hered from GPS surveys and from environm ent al rem ot e sensing syst em s can be fused w it hin a GI S for a

successful charact erizat ion and assessm ent of w at ershed

funct ions and condit ions.

W M - M a n a ge m e n t Pla n n in g

  

I nform at ion obt ained from charact erizat ion and assessm ent

st udies - in t he form of chart s and m aps can be com bined

w it h ot her dat a set s t o im prove underst anding of t he com plex w it h ot her dat a set s t o im prove underst anding of t he com plex relat ionships bet ween nat ural and hum an syst em s.

  

GI S provides a com m on fram ework – spat ial locat ion – for

w at ershed m anagem ent dat a obt ained from various sources. w at ershed m anagem ent dat a obt ained from various sources.

   GI S can be a pow erful t ool for underst anding t hese processes and for m anaging pot ent ial im pact s of hum an act ivit ies.

    Modelling & visualizat ion capabilit ies of m odern GI S, coupled Modelling & visualizat ion capabilit ies of m odern GI S coupled w it h I nt ernet & World Wide Web , offer new t ools t o underst and t he processes & dynam ics t hat shape t he physical, biological and chem ical environm ent of wat ersheds. biological and chem ical environm ent of wat ersheds

   Linkage bet w een GI S, I nt ernet , & environm ent al dat abases is especially helpful in planning st udies where inform at ion exchange and feedback on a t im ely basis is very crucial. exchange and feedback on a t im ely basis is very crucial

  W t W a t e r sh e d Re st or a t ion ( An a lysis of h d R t t i ( A l i f

Alt e r n a t ive M a n a ge m e n t St r a t e gie s)

  

Wat ershed rest orat ion st udies generally involve

evaluat ion of various alt ernat ives.

    GI S GI S has been used for rest orat ion st udies ranging from has been used for rest orat ion st udies ranging from

  relat ively sm all rural wat ersheds t o heavily urbanized landscapes.

    Coupled wit h hydrodynam ic and spat ially explicit Coupled wit h hydrodynam ic and spat ially explicit hydrologic/ wat er qualit y m odelling , GI S can assist in

  unified source wat er assessm ent program s including t he t ot al m axim um daily load ( TMDL) program . t he t ot al m axim um daily load ( TMDL) program

   GI S can also provide a plat form for collaborat ion

  am ong researchers, wat ershed st akeholders, and policy m akers. m akers

  

  I nt egrat ing capabilit ies of GI S provide an int erface t o t ranslat e & em ulat e com plexit ies of a real world syst em wit hin confines of digit al world accurat ely & efficient ly. wit hin confines of digit al world accurat ely & efficient ly

Ca se St u dy Ca se St u dy: Am ba W a t e r sh e d ba a t e s e d

  

  St udy Area

  

  Lies in t he Khalapur t aluka near Khopoli in West ern Ghat s es e a apu a u a ea opo es e G a s of Raigad dist rict in Maharasht ra

  

  15' and 73º 25‘; North Latitudes East Longit udes 73 18º 40 and 18º 50 18º 40' and 18º 50'

  

  Topographical m aps num ber 47F/ 5 and 47 F/ 6

  

  Part of t he cat chm ent Num bered as 5B2A6 by Wat ershed y At las of I ndia

Ca se st u dy: D a t a

  

  Survey of I ndia t oposheet num ber 47 F/ 5 and 47 F/ 6 of scale 1: 50000 w it h cont our int erval of 20m .

   

  Hourly rainfall dat a m easured at Tukasai m et eorological Hourly rainfall dat a m easured at Tukasai m et eorological st at ion sit uat ed at Anand nagar adj acent t o Am ba River.

  

  I RS- 1D LI SS- I I I MSS digit al dat a for t he wat ershed acquired on 13t h Novem ber 2001. h b

  

  Pixel size as 23.50m ; Window size is kept as 360 lines by 405 pixels. pixels.

  Drainage map Drainage map

Ca se st u dy: M e t h odology

  

  Them at ic m aps are com piled from t he source dat a product s like Survey of I ndia t opo sheet s, I RS I D product s like Survey of I ndia t opo sheet s, I RS- I D LI SSI I I MSS digit al dat a.

  

  The t hem at ic m aps were digit ized and rast erized in t he GI S environm ent and t hese rast er dat a is t he GI S environm ent and t hese rast er dat a is regist ered wit h t he ot her t hem at ic inform at ion.

  

  SCS- CN m et hod is applied t o est im at e t he rainfall excess of each pixel at various t im e int ervals.

  

  Tim e of concent rat ion of all t he pixels based on t he act ual flow lengt h is calculat ed t o est im at e t he act ual flow lengt h is calculat ed t o est im at e t he hydrograph at t he out let of t he wat ershed.

Ca se st u dy: Ca se st u dy: M e t h odology.

   Algorit hm t o find rainfall excess per

  25400

  2 

  CN PS ( . 2 ) p pixel

  254 254   S S Q Q  

   I nput : Rainfall ( m m ) ,CN based on

  PS ( . 8 ) Soil Type, Landuse class and AMC-

  I I I , I nit ial Abst ract ion. , Q= r u n off ( m m )

   For every pixel, t he t hem es

  P= r a in fa ll ( m m ) considered for t he runoff est im at ion a e a d use, are land use, HSG ( Hydrological Soil SG ( yd o og ca So

  S= pot e n t ia l m a x im u m S= pot e n t ia l m a x im u m Group) and AMC- I I I . r e t e n t ion

  Base flow of 2cu.m / sec ( CWC I = I n it ia l a bst r a ct ion s a

  Report , 1992) Report , 1992) CN = Cu r ve N u m be r

  Out put : Runoff volum e for each • pixel ( ASCI I file)

Algor it h m t o fin d a ct u a l flow le n gt h a n d t im e of con ce n t r a t ion le n gt h a n d t im e of con ce n t r a t ion

  I n pu t : DEM ASCI I file ( Elevat ion of each pixel) Pr oce ss:

  3X3 grid, Minim um am ong t he 8 adj acent cells.

  Flow lengt h= 23.50m ( Hori. And Vert . direct ion) Flow lengt h= 1.414* 23.50m ( Diagonal Direct ion) Rem oval of pit s.

  Minim um dist ance from t he pixel of lowest elevat ion. l i

  Ou t pu t : Lag t im e based on hydraulic lengt h, slope and

  surface ret ent ion, t im e of concent rat ion by Lag Met hod. surface ret ent ion t im e of concent rat ion by Lag Met hod

  Ca se st u dy: Re su lt s H ydr ologic Soil Gr ou ps H ydr ologic Soil Gr ou ps St a n da r d FCC of Am ba S d d FCC f A b W a t e r sh e d of Am ba W a t e r sh e d

  Case St udy: Result s Case St d Res lt s 

  Digit al analysis of t he I RS- I D LI SS- I I I band 2, band 3 and band 4. and band 4.

  

  Classes ident ified are agricult ural land, built up land, grassland, open forest and dense forest .

  La n d u se M a p of Am ba W a t e r sh e d

  | 20 73 20

  73 |

  45

  18 Elevat ion values in

  t m et ers

  D igit a l Ele va t ion M ode l ( D EM ) D igit a l Ele va t ion M ode l ( D EM )

  |

  73

  20 |

  18

  45 3–5 1–3 % 0–1 % 0 1 % % 15-35% 10-15% 5–10 % 5 10 %

  >35% Slope M a p of Am ba W a t e r sh e d Slope M a p of Am ba W a t e r sh e d

Sim u la t ion of St or m - w it h H SG ( D )

  140 160 Observed values HSG (D) HSG (C) Infiltration rate

  .sec) 140 100 120 of 0.35mm/ hr

  60 80 D ischarge (cu.m .

  Runoff volume 42 85% 20 40 D 42.85%

  10 20 30 40 50 60 70 Time (Hours)

  R ff h d h f t Runoff hydrographs for storm

Re fe r e n ce s Re fe r e n ce s

  J.V.S Murt hy ( 1991) , Wat ershed Managem ent , New Age • int ernat ional Publicat ions Kang Tsung Chang ( 2002) , I nt roduct ion t o Geographical • Kang- Tsung Chang ( 2002) I nt roduct ion t o Geographical • I nform at ion Syst em s, Tat a- McGrae- Hill, New Delhi.

   Leipnik, Mark R., Karen K. Kem p, and Hugo A. Loaiciga, I m plem ent at ion Of GI S For Wat er Resources Planning And I m plem ent at ion Of GI S For Wat er Resources Planning And Managem ent , Journal of Wat er Resources Planning and Managem ent , Vol. 119, No.2, 1993.

    Vieux, B.E. ( 2001) . Dist ribut ed Hydrologic Modeling Using GI S, Vieux B E ( 2001) Dist ribut ed Hydrologic Modeling Using GI S Kluw er Academ ic Publishers, Dordrecht , The Net herlands

Tu t or ia ls - Qu e st ion !.?

   Crit ically st udy various GI S packages available for wat ershed based st udies. available for wat ershed based st udies

    Evaluat e t he capabilit ies of each package. Evaluat e t he capabilit ies of each package.    

  Explore how effect ively t he GI S packages Explore how effect ively t he GI S packages Explore how effect ively t he GI S packages Explore how effect ively t he GI S packages

can be used for developm ent of wat ershed can be used for developm ent of wat ershed

m anagem ent plans. m anagem ent plans. m anagem ent plans. m anagem ent plans.

  Prof. T I Eldho, Department of Civil Engineering, IIT Bombay

Se lf Eva lu a t ion - Qu e st ion s!. Q

   I llust rat e t he working of GI S wit h det ails of various com ponent s. various com ponent s

   Discuss t he various st ages of GI S im plem ent at ions im plem ent at ions.

   Describe basic st eps in t ypical GI S applicat ions for wat ershed m anagem ent . applicat ions for wat ershed m anagem ent .

  

I llust rat e GI S based spat ial dat a m odeling.

    Prof. T I Eldho, Department of Civil Engineering, IIT Bombay P f T I Eldh D t t f Ci il E i i

  IIT B b

Assign m e n t - Qu e st ion s?. g Q

  

How we represent surfaces & sub- surfaces

in GI S?. in GI S?

   What are t he advant ages of GI S applicat ions for various problem s?. for various problem s?

   I llust rat e GI S dat a sources & dat a st ruct ures. st ruct ures.

   Describe GI S dim ensionalit y issues.  

  Describe various applicat ions of GI S in Describe various applicat ions of GI S in wat er m anagem ent .

Un solve d Pr oble m !. Un solve d Pr oble m !

    Using ArcGI S t ools, develop GI S dat abase Using ArcGI S t ools, develop GI S dat abase for your wat ershed area for your wat ershed area for your wat ershed area. for your wat ershed area.

    Based on Topo sheet and ot her available Based on Topo sheet and ot her available dat a, generat e DEM, LU/ LC m ap, slope dat a generat e DEM LU/ LC m ap slope dat a generat e DEM LU/ LC m ap slope dat a, generat e DEM, LU/ LC m ap, slope m ap, soil m ap et c. m ap, soil m ap et c.

      Explore how effect ively GI S can be used for Explore how effect ively GI S can be used for Explore how effect ively GI S can be used for Explore how effect ively GI S can be used for wat ershed m anagem ent plans. wat ershed m anagem ent plans.

  Dr. T. I. Eldho Dr. T. I. Eldho Professor, Professor, Department of Civil Engineering, Department of Civil Engineering, p p g g g g Indian Institute of Technology Bombay, Indian Institute of Technology Bombay, Mumbai, India, 400 076. Mumbai, India, 400 076. Email: Email: Email: Email: [email protected] [email protected] [email protected] [email protected]