Article 6A for planning purposes (pending issue)

Under Article 6A, during the dry season for planning purposes, it has been agreed to take forward a range of possible flow frameworks to test how they perform in guiding planning decisions in the future.

A considered scenario could NOT be deemed acceptable for planning purposes if the monthly average discharge simulated by the DSF is below the lower bound for one or more months of the dry season at one or more of the selected hydrological stations.

The acceptable flows framework is based on the monthly average observed discharge in the dry season (December - May) during 1986-2000, as simulated by the  Baseline scenario in the DSF at each of the selected hydrological stations . 

 

  Article reference Flow framework for planning purposes
Article 6A Acceptable minimum monthly natural flow during each month of the dry season The following flows frameworks and associated thresholds will be tested:
  • Option 1: a range of the 1:4-1:5 Annual Recurrence Interval (ARI)
  • Option 2: a range of the 80-90% time exceedance of Flow Duration Curve (FDC)

Planning thresholds charts for Article 6A

Chiang Saen


Vientiane


Khong Chiam


Pakse


Stung Treng


Kratie


Chrouy Changvar


Tan Chau


Chau Doc


Article 6A - Planning thresholds for Annual Recurrence Interval (ARI) (m3/s)

Station ARI Dec Jan Feb Mar Apr May
Chiang Saen ARI 1:4
ARI 1:5
1,432
1,398
1,074
1,051
859
837
754
731
767
735
1,111
1,057
Vientiane ARI 1:4
ARI 1:5
2,193
2,134
1,537
1,506
1,140
1,117
957
928
1,034
996
1,532
1,451
Khong Chiam ARI 1:4
ARI 1:5
3,297
3,222
2,253
2,210
1,599
1,562
1,287
1,246
1,372
1,325
2,151
2,022
Pakse ARI 1:4
ARI 1:5
3,539
3,442
2,387
2,341
1,719
1,677
1,378
1,335
1,467
1,418
2,187
2,056
Stung Treng ARI 1:4
ARI 1:5
5,592
5,453
3,362
3,287
2,363
2,300
1,908
1,856
1,866
1,799
2,713
2,526
Kratie ARI 1:4
ARI 1:5
5,806
5,657
3,457
3,375
2,413
2,345
1,935
1,881
1,870
1,801
2,748
2,555
Chrouy Changvar ARI 1:4
ARI 1:5
6,112
5,952
3,564
3,476
2,497
2,427
1,952
1,897
1,891
1,823
2,679
2,498
Tan Chau ARI 1:4
ARI 1:5
9,616
9,402
6,067
5,913
4,038
3,913
2,595
2,500
2,078
1,993
2,590
2,447
Chau Doc ARI 1:4
ARI 1:5
1,435
1,369
566
539
257
242
148
139
115
107
188
172
Note: ARI 1:5 = 80% probability of exceedance and ARI 1:4 = 75% probability of exceedance.

Article 6A - Planning thresholds for Flow Duration Curve (FDC) (m3/s)

Station ARI Dec Jan Feb Mar Apr May
Chiang Saen FDC 80%
FDC 90%
1,379
1,281
1,031
985
834
796
733
679
752
669
1,026
906
Vientiane FDC 80%
FDC 90%
2,049
1,919
1,442
1,368
1,093
1,047
929
878
1,013
863
1,379
1,211
Khong Chiam FDC 80%
FDC 90%
3,001
2,789
2,121
1,968
1,503
1,403
1,244
1,142
1,271
1,171
1,758
1,586
Pakse FDC 80%
FDC 90%
3,133
2,888
2,292
2,148
1,611
1,502
1,319
1,224
1,371
1,272
1,829
1,654
Stung Treng FDC 80%
FDC 90%
4,990
4,439
3,185
2,932
2,209
2,012
1,912
1,653
1,778
1,614
2,206
1,923
Kratie FDC 80%
FDC 90%
5,151
4,605
3,260
3,019
2,239
2,036
1,938
1,679
1,772
1,615
2,218
1,950
Chrouy Changvar FDC 80%
FDC 90%
5,445
4,806
3,329
3,076
2,342
2,058
1,945
1,729
1,775
1,629
2,190
1,957
Tan Chau FDC 80%
FDC 90%
9,048
8,175
5,667
5,154
3,718
3,277
2,382
2,130
1,916
1,713
2,217
2,014
Chau Doc FDC 80%
FDC 90%
1,184
976
484
404
207
163
140
107
109
81
160
135

Article 6A - Planning thresholds for mean monthly flows (m3/s)

Station Dec Jan Feb Mar Apr May
Chiang Saen 1,593 1,185 965 870 940 1,430
Vientiane 2,480 1,682 1,249 1,100 1,231 2,016
Khong Chiam 0 - - - - -
Pakse 4,010 2,598 1,917 1,598 1,716 3,078
Stung Treng 6,242 3,713 2,668 2,163 2,210 4,013
Kratie 6,518 3,850 2,740 2,197 2,232 4,113
Chrouy Changvar 0 - - - - -
Tan Chau 10,591 6,793 4,630 3,072 2,490 3,462
Chau Doc 1,792 714 343 213 180 318