are also under
the necessity of pledging their crops in advance even of planting, at
these rates, for the privilege of purchasing all of their supplies at
100 per cent. profit?

It has needed but little attention to make it perfectly obvious that the
control of the Mississippi River, if undertaken at all, must be
undertaken by the national government, and cannot be compassed by
States. The river must be treated as a unit; its control cannot be
compassed under a divided or separate system of administration.

Neither are the States especially interested competent to combine among
themselves for the necessary operations. The work must begin far up the
river; at least as far as Cairo, if not beyond; and must be conducted
upon a consistent general plan throughout the course of the river.

It does not need technical or scientific knowledge to comprehend the
elements of the case if one will give a little time and attention to the
subject, and when a Mississippi River commission has been constituted,
as the existing commission is, of thoroughly able men of different walks
in life, may it not be suggested that their verdict in the case should
be accepted as conclusive, so far as any a priori theory of construction
or control can be considered conclusive?

It should be remembered that upon this board are General Gilmore,
General Comstock, and General Suter, of the United States Engineers;
Professor Henry Mitchell (the most competent authority on the question
of hydrography), of the United States Coast Survey; B. B. Harrod, the
State Engineer of Louisiana; Jas. B. Eads, whose success with the
jetties at New Orleans is a warrant of his competency, and Judge Taylor,
of Indiana.

It would be presumption on the part of any single man, however skilled,
to contest the judgment of such a board as this.

The method of improvement proposed by the commission is at once in
accord with the results of engineering experience and with observations
of nature where meeting our wants. As in nature the growth of trees and
their proneness where undermined to fall across the slope and support
the bank secures at some points a fair depth of channel and some degree
of permanence, so in the project of the engineer the use of timber and
brush and the encouragement of forest growth are the main features. It
is proposed to reduce the width where excessive by brushwood dykes, at
first low, but raised higher and higher as the mud of the river settles