River passing through a park

Flow

A look at the flow required in key locations

Chart

Flow is one of the most important considerations for any trip. As a general rule, most flow appears to come from spring to early rainfalls, but rain events can occur throughout the year.

The upper gorge below Bathurst could be dangerous in high flow, however below Dubbo, a high flow is likely beneficial, and a flood event could be best for the swamp to paddle across any barbed wire fences and to ensure there is some water flowing on the other side.

The following box and whisker charts show the lowest value observed using the bottom whisker; the box is constructed with the 25%, 50% and 75% quartiles; and the top whisker marks the 90% percentile. The top 10% of records (floods) are excluded as these stretch the chart and make it unreadable.

Blue-orange box plot represents observations between Jan 1 1980 and Dec 31 1999, while the brown-yellow box-plots represent observations between Jan 1 2000 and Dec 31 2019.

Yarracoona
Downstream of Bathurst.

The primary tributaries are the Campbells and Fish Rivers

Chart

Dubbo
Burrendong Dam, upstream above Wellington, will help to regulate the flow.

Turon and Cudgegong Rivers are major tributaries above Burrendong Dam, with the Bell River confluence downstream at Wellington.

Chart
Chart

Gin Gin
Upstream of Warren Weir.

The Talbragar River is the only river of significance that feeds into the system just downstream of Dubbo.

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Chart

Oxley
Between the marshes.

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Chart

Carinda
Downstream of North Marsh.

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Chart

Water Gauges

These are the some of the gauges in the Macquarie basin that periodically parsed from Water NSW and some additional BoM gauges were manually added:

Historical Flows in the Marshes

While looking at long term averages and tends to help to indicate the best times to plan your trip, this river system is very unpredictable. The following table looks at the average flows into the Marshes over the last two decades.

Note that the channel splits and the flow reduces as you enter the marshes, so a good flow in the chart is double what is used elsewhere on the site and is set to 20 Cumecs.

Key

Low flow (< 2 Cumecs)
Any flow under 2 Cumecs is considered to be low.
Poor flow (2 to 20 Cumecs)
Any flow between 2 Cumecs and 20 Cumecs.
Good flow (20 Cumecs plus)
Flows above 20 Cumecs should assist your journey with a decent current.
Year Monthly Median Flow at Oxley (MLD)
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
1973 N/A N/A 1,576 623 708 450 2,588 2,791 2,914 2,939 3,100 2,524
1974 2,589 2,422 1,621 777 1,753 2,466 2,752 2,905 2,941 2,495 2,520 2,214
1975 1,372 1,547 975 896 485 468 475 590 671 2,337 989 1,290
1976 2,171 N/A N/A N/A 1,011 N/A N/A N/A N/A 1,721 2,139 961
1977 905 812 1,180 544 708 967 660 495 646 538 699 390
1978 923 876 742 456 496 1,636 2,593 1,737 2,432 2,457 1,541 960
1979 1,181 731 1,025 422 274 282 322 406 789 757 699 618
1980 506 595 561 403 N/A N/A N/A N/A N/A N/A N/A N/A
1981 121 176 103 126 68 65 367 1,176 110 283 146 145
1982 295 145 652 215 167 280 108 105 125 156 67 74
1983 271 180 99 53 180 798 138 293 1,376 573 152 838
1984 1,520 1,488 437 212 124 180 191 2,377 1,950 924 776 737
1985 930 570 567 149 115 137 59 417 294 1,311 586 1,446
1986 528 298 285 130 103 89 161 1,297 1,836 1,533 1,753 868
1987 580 271 683 300 268 191 152 549 1,660 568 312 500
1988 747 517 218 291 115 293 1,179 496 642 1,900 520 1,046
1989 1,082 354 598 1,579 2,223 2,574 2,654 2,685 1,490 683 1,566 360
1990 581 520 240 1,495 2,518 2,228 2,591 2,946 2,696 2,195 2,105 724
1991 359 525 199 124 144 454 692 557 321 1,201 109 603
1992 318 1,195 460 76 74 56 79 182 105 604 788 705
1993 1,118 659 138 39 54 111 386 1,234 1,707 1,948 1,579 892
1994 109 293 329 57 27 46 74 682 426 26 30 60
1995 1,043 535 98 48 102 65 171 224 38 22 43 57
1996 459 179 122 35 173 34 378 1,627 1,842 1,517 339 545
1997 294 929 159 90 107 61 51 56 201 493 173 154
1998 285 165 25 39 77 129 968 2,428 2,310 2,009 1,789 1,323
1999 943 516 510 486 70 55 206 370 709 1,469 1,496 1,517
2000 771 484 991 1,395 1,574 1,733 1,853 1,839 1,718 1,581 2,451 2,172
2001 1,499 865 348 123 152 273 373 856 1,315 564 144 191
2002 142 697 315 34 62 55 18 564 469 113 84 124
2003 73 18 103 35 36 17 29 160 436 402 37 79
2004 93 61 48 17 26 39 17 27 20 40 11 139
2005 18 37 21 32 34 27 51 4 15 31 1,107 839
2006 237 183 116 33 28 22 32 7 6 26 27 25
2007 44 26 15 3 0 322 39 4 7 0 10 179
2008 493 71 14 10 3 24 21 7 107 26 5 21
2009 18 48 6 17 14 58 66 27 183 252 120 23
2010 395 533 214 59 31 31 338 1,473 1,786 1,580 1,679 2,285
2011 2,275 1,702 818 336 307 102 258 387 1,119 1,346 547 794
2012 677 586 1,816 1,724 786 1,219 1,838 1,855 745 1,408 1,830 1,678
2013 448 174 293 66 21 101 496 545 653 627 53 115
2014 86 145 114 298 47 180 113 46 25 261 384 126
2015 74 28 33 44 28 37 206 594 331 287 118 25
2016 79 121 23 20 67 658 2,091 1,672 2,020 2,170 1,815 1,621
2017 1,677 848 248 888 348 20 47 618 1,037 720 320 158
2018 169 117 93 13 24 14 34 324 960 570 625 91
2019 65 49 47 42 10 8 7 3 0 0 0 0
2020 0 495 349 1,094 338 108 437 998 775 776 1,114 427
2021 502 171 443 685 119 484 1,296 1,111 1,293 1,445 1,601 2,176
2022 1,784 1,764 1,824 1,697