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WATER & SOIL - These are not the droids you are looking for.

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Table 4.6 Final equations <strong>for</strong> South lsland regions.<br />

Region<br />

West Coast. Nelson<br />

East Coast<br />

lnland Marlb, Canty<br />

McK, lnland Otago, Sthld<br />

No.<br />

Stns<br />

19<br />

11<br />

13<br />

15<br />

õ<br />

õ<br />

õ<br />

õ<br />

B€st Fh Equations R2<br />

Se<br />

est<br />

= 0,0233 AREAo...l224o.e¡<br />

= 1,1 1 x lo-e AREAo ¡e MARA|N3.o<br />

= 0.964 AREAo.¡o<br />

=o.oo1 90 AREAo.el 12241,3<br />

o.971<br />

o.989<br />

0.992<br />

o.963<br />

0.94<br />

o.98<br />

0.98<br />

o.93<br />

Factorial<br />

se €8t<br />

0.1 48 1 .41<br />

0.117 1.30<br />

0.1 09 1 .28<br />

o.1 46 1 .40<br />

catchm€nt drain <strong>for</strong>mer glacial moraines on s,hich <strong>the</strong><br />

surface drainage network is ill-defined. Considerable<br />

surface storage occurs in swamps and, in <strong>the</strong> case of<br />

<strong>the</strong> South Ashburton, <strong>the</strong> drainage divide with Lake<br />

Heron is ill-defined. There<strong>for</strong>e, flood-flow levels <strong>are</strong><br />

expected to be substantially reduced and it is uûeal_<br />

istic to use data from <strong>the</strong>se catchments to estimate<br />

flows <strong>for</strong> o<strong>the</strong>r catchments where similar ponding does<br />

<strong>not</strong> occur. On this basis <strong>the</strong> data <strong>are</strong> omitted from <strong>the</strong><br />

final analysis.<br />

The central <strong>are</strong>a of <strong>the</strong> Taieri catchment (Station<br />

74314) is a flat plain through which <strong>the</strong> river channel<br />

follows a meandering course. The recording station is<br />

situated downstream of a narrow gorge in which flood<br />

waters back up and inundate large <strong>are</strong>as of <strong>the</strong> plain.<br />

This ponding occurs to a much greater extent thãn on<br />

most o<strong>the</strong>r catchments. The resulting reduction in<br />

peak discharge is reason <strong>for</strong> rejecting data from this<br />

catchment in <strong>the</strong> final analysis. Note that this catch_<br />

ment is an outlier in <strong>the</strong> Q against AREA plot in Fig_<br />

ure 4.3<br />

(iv) Station wlth unreliable rating<br />

Because flow records <strong>for</strong> Station 9ll0l (Taramakau at<br />

Gorge) were derived using a <strong>the</strong>oretical rating <strong>the</strong> re_<br />

cord qualìty was expected to be only fair andihe esti_<br />

mate of Qo6, subject to more error than most values<br />

<strong>for</strong> most o<strong>the</strong>r stations. As <strong>the</strong> value used appears to<br />

result in a large error, <strong>the</strong> station is excludeã in <strong>the</strong><br />

final analysis.<br />

(v) Remaining outliers<br />

(vi) Snowmelt<br />

Although snowmelt is <strong>not</strong> an important flood-producing<br />

mechanism in New Zealand, when it combines with<br />

rainfall it may cause floods greater than would occur<br />

through rain alone. However, snowmelt catchments do<br />

<strong>not</strong> appear aniongst <strong>the</strong> catchments listed earlier as<br />

outliers. Although data on <strong>the</strong> extert, depth, and<br />

water-producing capabilities of snowpack <strong>are</strong> sparse in<br />

New Zealand, it is known that in <strong>the</strong> Fraser catchment<br />

(Station 75259) five of seven annual flood maxima<br />

us€d in this study occurred in October, November or<br />

Decernber, and <strong>are</strong> likely to have been associated with<br />

snorvmelt. This may account <strong>for</strong> any underestimation<br />

of Q <strong>for</strong> this catchment (residual error equal to 0. 16).<br />

Snowmelt may also be a contributory factor to <strong>the</strong><br />

underestimation of Q <strong>for</strong> o<strong>the</strong>r catchments in <strong>the</strong><br />

island, paticularly 71116 (Ahuriri at South Diadem)<br />

and75276 (Shotover at Bowens peak).<br />

The final estimation equations were derived after shifting<br />

<strong>the</strong> boundary between <strong>the</strong> West Coast and Inland Marlborough/Canterbury<br />

regions slightly lo include <strong>the</strong> catchment<br />

<strong>for</strong> Station 64ó06 in <strong>the</strong> West Coast region, and excluding<br />

Stations 65902, 68806, 71122,74314 and 9ll0l <strong>for</strong> <strong>the</strong> reasons<br />

stated.<br />

4,5.4 Final equations <strong>for</strong> South lsland<br />

estimate is decreased comp<strong>are</strong>d with <strong>the</strong> first trial equations<br />

in Table 4.5.<br />

The geographic distribution of residual errors <strong>for</strong> <strong>the</strong> fin_<br />

4.7. Yery good fit has been<br />

Inland Marlborough/Cantrs<br />

<strong>are</strong> +0.22, and <strong>the</strong>ir disdom.<br />

The fÏt <strong>for</strong> <strong>the</strong> W€st<br />

Coast and Inland Otago and Southland regions is satisfactory;<br />

one error exceeds 0.30 and t$¡o more exceed O.A.<br />

Although most errors appear randomly distributed in<br />

sDace, several positive errors clustered in <strong>the</strong> sou<strong>the</strong>rn part<br />

of <strong>the</strong> Inland Otago and Southland region suggest ihat<br />

some consistent underestinnation of Q has occuried <strong>the</strong>re.<br />

Table 4.7 correration malrix <strong>for</strong> rogs of North rsrand charact€rist¡cs.<br />

o<br />

AREA<br />

MARAIN<br />

t224<br />

LENGTH<br />

FOREST<br />

STMFCY*<br />

s1 085*<br />

€LEVT<br />

1.OOO<br />

o.830<br />

o.294<br />

o.2ö7<br />

o.815<br />

o.342<br />

-o.117<br />

-0.413<br />

o.247<br />

AREA MARAIN LENGTH FOREST STMFCY. S1085. ELEV'<br />

1.0O0<br />

o.040<br />

-o.110<br />

0.944<br />

0.189<br />

-o.121<br />

-o.576<br />

0.303<br />

l.OOO<br />

0.296<br />

o.o44<br />

0.506<br />

o.o69<br />

0.332<br />

0.454<br />

l.OOO<br />

-o.101<br />

o.312<br />

o.o60<br />

o.o09<br />

-0.149<br />

l.OOO<br />

0.191<br />

-o.187<br />

-0.598<br />

o.278<br />

1.000<br />

o.178 l.OOO<br />

o.o77 o.196<br />

0.348 o.157<br />

l.OOO<br />

0.348<br />

l.OOO<br />

¡ lncomplete Sample<br />

&<br />

Water & soil technical publication no. 20 (1982)

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