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was not often over 1500 second feet. In 1932, 1934 and 1936 the direct flow frequently fell below 1000 <br />second feet. In 1934 it rose above 800 second feet for only about 33 days during the entire season and was <br />below 400 second feet about 34 days. In 1936 it was below 1000 second feet for over 50 days during the <br />season and below 800 second feet about 28 days. The argument is that fluctuation in the rights to water is <br />inherent in the priority system and that the percentage apportionment of 25 -75 is too rigid and does not give <br />sufficient recognition to that fact. The frequency with which the flow has dropped below 1500 second feet <br />during the drought and the inequities which result if a strict priority apportionment is not made at such <br />times are emphasized. <br />The United States and Nebraska advance as their preferred alternative a strict priority apportionment in <br />which the rights of each appropriator would be fixed. Wyoming says that may not be done since the <br />appropriators are not parties to this proceeding. The Special Master had serious doubts on that score. He <br />also felt that an interstate priority schedule for this section, while not open to all the objections which <br />would be present if it were applied to the whole river, would have other objections. Those were ( 1) that it <br />would deprive each State of full freedom of intrastate administration of her share of the water and (2) that it <br />would burden the decree with administrative detail beyond what is necessary to an equitable <br />apportionment. Our judgment is that these latter considerations without more are sufficient justification for <br />rejection of the strict priority allocation advanced by the United States and Nebraska. An equitable <br />apportionment may be had without fashioning a decree of that detail. And greater administrative flexibility <br />may be achieved within the respective States by choice of another alternative. [325 U.S. 589, 644] The <br />United States and Nebraska, howe er, press on us a second alternative in lieu of the 25 -75 percentage basis <br />recommended by the Special Master. They suggest that a schedule of varying flows of the stream be <br />adopted. Under that theory there would be an allocation on a priority basis to each of the seven 'blocks' of <br />second feet up to and including 1526 second feet. All above 1526 second feet would be apportioned on a <br />percentage basis, e.g. 28 per cent to Wyoming and 72 per cent to Nebraska. <br />That alternative method has much to recommend it because of its rather strict adherence to the principle of <br />priority during the periods of low flow. And it may be that it would involve no greater administrative <br />burden than the flat percentage method. For as Nebraska points out, when the supply is determined it would <br />seem to be as easy to give Wyoming the first 103 second feet and Nebraska the next 924 second feet as it <br />would be to divide the second feet of flow by percentage. Moreover, the proposed alternative method <br />would preserve, as well as the flat percentage method, the full control of each State over the internal <br />administration of her water supply. <br />We are not satisfied, however, that the block system of allocation up to and including 1526 second feet is <br />the more equitable under the circumstances of this case. The combined requirement of the Tri -State and <br />Mitchell Canals is 924 second feet. Under the block system of apportionment there would be no water for <br />the Wyoming canals in groups 3, 5, and 7 of the foregoing table except such ystorage water as would be <br />available to the Lingle and Hill Districts in group 5 under their Warren Act contracts. The Wyoming <br />appropriations in these groups are, to be sure, junior to Tri -State and Mitchell. But as the Special Master <br />points out those Wyoming appropriations, though junior, represent old established uses in existence from <br />40 to over 50 years. Their water supply was not challenges by Nebraska on behalf of Tri -State and Mitchell <br />until the 1931- 1940 drought cycle. For example, 6,282 acres are [325 U.S. 589, 645] served by two <br />canals which have exercised their appropriative rights without interference for over 50 years. Furthermore, <br />the great increase in return flows from the North Platte Project, which we discussed earlier, are relevant <br />here. Those return flows are a'windfall' to irrigators who are so situated on the river as to use them yet who <br />do not have storage rights and who share no part of storage costs. As we have seen, these return flows are <br />substantial and should be taken into account in balancing the equities between Wyoming and Nebraska in <br />this section of the river. Moreover, the storage water rights of the lands included in groups 1, 2, 3 and 4 of <br />the foregoing table bear upon this problem. Eighty -two per cent of that Nebraska acreage has storage water <br />rights under Warren Act contracts; 7 per cent of that Wyoming acreage has storage water rights. When <br />groups 1 to 7 are considered, 82 per cent of the Nebraska acreage and 47 per cent of the Wyoming acreage <br />have storage water rights under Warren Act contracts. The Mitchell and Ramshorn Canals are the only <br />Nebraska canals in the 7 groups which have no storage water rights. As we have said, storage water, though <br />not apportioned, may be taken into account in determining each State's equitable share of the natural flow. <br />State of Wyoming v. Colorado, supra. Our problem is not to determine what allocation would be equitable <br />among the canals in Nebraska or among those in Wyoming. That is a problem of internal administration for <br />each of the States. Our problem involves only an appraisal of the equities between the claimants whom <br />Wyoming represents on the one hand and those represented by Nebraska on the other. We conclude that the <br />